DEAD LOAD CALCULATION UNIT WEIGHT CALCULATION OF COMPOSITE PREFAB BOARDS 2
50 mm thick of Prefab board =
0.250 KN/m
50 mm Double wall Gypsum board wt/m2 Unit wt of "C" Alu. Stud 50 mm mm spacing @
0.500 KN/m mm V/H
Unit weight
2
40 0
2
0.029 KN/m 50 mm Double wall Gypsum board wt/m2 /w /w 50mm alu. studs frames Height of Partition Wall 1.607 m Height of Partition Wall 3.239 m Height of Partition Wall 3.3 m Unit weight of Partition wall of ht. 1.607 m Unit weight of Partition wall of ht. 3.239 m Unit weight of Partition wall of ht. 3.3 m
2
0.582
KN/m
1.000
KN/m KN/m KN/m
2.000 2.000
LIVE LOAD CALCULATION AS PER TABLE -1 - IS875-2 2
All Storage Room
7.500 KN/m
Roof accesible
2.000 KN/m
Roof unaccesible
0.750 KN/m
2 2
LIVE LOAD ON SOG AS PER TABLE -1 - IS875-2 2
All Storage Room
7.500 KN/m
Roof accesible
2.000 KN/m
Roof unaccesible
0.750 KN/m
2 2
Summary of wind Load on different orientation of truss in Plan For wind+X- Direction Truss '+/-X '+/-X 0 @ 3.7 3.71 1 m Mid '+/-X '+/-X 90 @ EG m End truss (KN/m) truss (KN/m) Vertical V -5.005 -6.673 at each Truss Top Cord Horz.H
-2.073
-2.764 at each Truss Top Cord
F
90°
90°
Wind Load Calculations for Rectangular Clad Building Wind Direction X- Direction 0 Cp = -0.133 force coefficient for the exterior of the Truss. ( Table 8) Cpi = 0.700 wall opening 20% of W all area A e = eff. Area of the structure, member A e is taken less then total area due to openings member A 3.71 eff. 3.71 and sheildings. 2 p d = 2574.645 Design wind pressure = 0.6 V z 1.460 KN/m z above ground = V z = V b x K 1 X K 2 x K 3 65.506 Design wind speed (m/s) at any height z above 47 basic wind speed at any location (Table B.10) V b = 1.00 probability factors or risk factors (Table B.11) K 1 = Select Probable life of Building 50 yrs Select Type of Building A General Buildings and Structures Select type of Terrain Category 1 Temporary Sheds, boundary walls Buildings &Structures with Low life hazard Height of Structure Lower value 10 m Height of Structure higher value 15 m Important Buildings;hospitals, power Actual Height of Structure 11.539 m K 2 for Lower Value = 1.05 K 2 for higher Value =
50 yrs 5 yrs 25 yrs 100 yrs
1.09
1.06 Terrian, height, structure size factor (Description below) Category -1 Exposed Terrian with few or no obstructions and in which the average height of any object surrouding the structure is less than 1.5 m. It includes open sea coasts and flat treeless plains. K 2
=
Category -2 Open Terrian with well scattered obstructions having height between 1.5 to 1.0 m. It includes airfields , open parklands, open land near seacoasts, town outskirts etc. etc. Category -3 Terrian with numerously closely spaced obstructions having heights upto 10 m. It includes well wooded areas. Towns and industrial areas etc. Category -4 Terrian with numerous closely spaced large and high obstructions. It includes large city centers and well develop industrial complexes. Structures and / or their componenets such as cladding, roofing, etc. having greatest horizontal or vertical dimension less than 20m
Class A --
Structures and / or their componenets such as cladding, roofing, etc. having greatest horizontal or vertical dimension between 20 to 50m Structures and / or their componenets such as cladding, roofing, etc. having greatest horizontal or vertical dimension greater greater than than 50m
Class B -Class C -K 3
=
=
1.312
W ind direction
22.499 Eaves
= Rise Span Rise/Span Truss Ae 3.724 8.991 0.414 22.499 Height of building 11.539 Ridge W idth of Building 15.64 h/w 0.738 Ht. of Truss Erec. base plate 8.300 Eaves Ht. of Truss from base plate 3.239 Ht of Vert. Proj of Roof 0.485 Outer Plan Proj. of Roof 1.171 Refer Page17 For Rectangular Clad Pitched Roof IS875- PART 3 Wind Direction Cpe. W ind 0 W ind 90 EF GH EG FH Angle 20 -0.07 -0.5 -0.8 -0.6 30 -0.2 -0.2 -0.8 -0.8 22.499 -0.102 -0.425 -0.800 -0.650 Truss Truss Spac Spacin ing= g= 3.71 3.71 m Design Wind Load/Meter Vertical V Horz.H
5.004 k kN N/m 2.073 kN/m
E w
H
G
F
5.41 5.416 6 KN/m KN/m at each Purlin at each Purlin
F
G +Z G -X/+X
Revised Disaster Preparedness WarehouseDhulikhel Hospital Disaster Preparedness-Warehouse Model File: Warehouse-Dhulikhel Hospital, Revision 02
9/19/2015
Table of Contents 1. Structure Data
5
1.1 Story Data
5
1.2 Grid Data
5
2. Properties
7
2.1 Materials
7
2.2 Frame Sections
7
2.3 Shell Sections
7
3. Assignments 3.1 Joint Assignments
8 8
3.2 Frame Assignments
33
3.3 Shell Assignments
81
4. Loads
98
4.1 Load Patterns
98
4.2 Auto Seismic Loading
98
4.3 Load Cases
103
4.4 Load Combinations
103
5. Analysis Results
105
5.1 Structure Results
105
5.2 Story Results
110
5.3 Modal Results
145
6. Design Data
149
6.1 Steel Frame Design
149
6.2 Concrete Frame Design
180
6.3 Steel Connection Design
237
List of Tables Table 1.1 Story Data
5
Table 1.2 Grid Systems
5
Table 1.3 Grid Lines
5
Table 2.1 Material Properties - Summary
7
Table 2.2 Frame Sections - Summary
7
Table 2.3 Shell Sections - Summary
7
Table 3.1 Joint Assignments - Summary
8
Table 3.2 Frame Assignments - Summary
34
Table 3.3 Shell Assignments - Summary
81
Table 4.1 Load Patterns
98
Table 4.4 Load Cases - Summary
103
Table 4.5 Load Combinations
103
Table 5.1 Base Reactions
105
Table 5.2 Centers of Mass and Rigidity
105
Table 5.3 Diaphragm Center of Mass Displacements
105
Table 5.4 Story Max/Avg Displacements
110
Table 5.5 Story Drifts
119
Table 5.6 Story Forces
132
Table 5.7 Modal Participating Mass Ratios
146
Table 5.8 Modal Load Participation Ratios
147
Table 6.1 Steel Frame Preferences - IS 800-2007
149
Table 6.2 Steel Column Envelope
149
Table 6.3 Steel Beam Envelope
156
Table 6.4 Steel Brace Envelope
172
Table 6.5 Concrete Frame Preferences - IS 456-2000
180
Table 6.6 Concrete Column PMM Envelope
180
Table 6.7 Concrete Column Shear Envelope
185
Table 6.8 Concrete Beam Flexure Envelope
189
Table 6.9 Concrete Beam Shear Envelope
211
Table 6.10 Concrete Joint Envelope
232
Table 6.11 Steel Connection Design Preferences for Vertical Plate (Partial)
237
Table 6.12 Steel Connection Design Preferences for Vertical Pla te (Full)
237
Table 6.13 Steel Connection Design Preferences for Horizontal Plate
237
Table 6.14 Steel Connection Design Preferences for Beam Column Shear Major Axis
238
Table 6.15 Steel Connection Design Preferences for Beam Column Shear Minor Axis
238
Table 6.16 Steel Connection Design Preferences for Beam Column Moment Major Axis
239
Table 6.17 Steel Connection Design Preferences for Beam Column Moment Minor Axis
239
Table 6.18 Steel Connection Design Preferences for Column Footing Preferences
239
Table 6.19 Steel Connection Design Results
240
Structure Data
9/19/2015
1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data Table 1.1 - Story Data Elevation Master Similar To mm Story
Name
Height mm
Splice Story
T1-Story5
1632
13324
Yes
None
No
T1-Story4
1607
11692
No
None
No
T1-Story3
485
10085
No
T1-Story1
No
T1-Story2
3600
9600
No
T1-Story1
No
T1-Story1
3900
6000
Yes
None
No
T1-Base
1100
2100
No
T1-Strap
No
T1-Strap
1000
1000
Yes
None
No
T1Foundation
0
0
No
None
No
T3-GF Slab
3900
6000
Yes
None
No
T3-Plinth
1100
2100
No
T3-GF Slab
No
T3-Strap
1000
1000
No
T3-GF Slab
No
T3-Base
0
0
No
None
No
1.2 Grid Data Table 1.2 - Grid Systems X Origin Y Origin Rotation m m deg
Name
Type
Story Range
T1-G1
Cartesian
Default
0
0
0
1250
ffa0a0a0
T3-G1
Cartesian
Default
0
0
0
1250
ffa0a0a0
Bubble Size mm
Table 1.3 - Grid Lines Grid System
Grid Direction
Grid ID
Visible
Bubble Location
Ordinate m
T1-G1
X
A
Yes
End
0
T1-G1
X
B
Yes
End
4.572
T1-G1
X
C
Yes
End
9.144
T1-G1
X
D
Yes
End
13.716
T1-G1
X
E
Yes
End
18.288
T1-G1
X
F
Yes
End
22.86
T1-G1
X
G
Yes
End
27.432
T1-G1
Y
1
Yes
Start
-1.171
T1-G1
Y
2
Yes
Start
0
T1-G1
Y
3
Yes
Start
4.42
T1-G1
Y
4
Yes
Start
8.84
T1-G1
Y
5
Yes
Start
13.26
T1-G1
Y
6
Yes
Start
17.68
T1-G1
Y
7
Yes
Start
18.851
T3-G1
X
H
Yes
End
27.632
T3-G1
X
I
Yes
End
29.156
T3-G1
X
J
Yes
End
30.68
T3-G1
Y
1
Yes
Start
0
T3-G1
Y
2
Yes
Start
4.42
T3-G1
Y
Yes
Start
5.944
T3-G1
Y
3
Yes
Start
8.84
T3-G1
Y
4
Yes
Start
13.26
Page 5 of 122
Color
Structure Data
9/19/2015
Grid System
Grid Direction
T3-G1
Y
T3-G1
Y
Grid ID
5
Visible
Bubble Location
Ordinate m
Yes
Start
16.156
Yes
Start
17.68
Page 6 of 122
Properties
9/19/2015
2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary Unit Weight kN/m³
Design Strengths
0.3
76.9729
Fy=413.69 MPa, Fu=620.53 MPa
210000
0.3
76.9729
Fy=300 MPa, Fu=425 MPa
Name
Type
E MPa
A615Gr60
Rebar
199947.98
Fe250
Steel
Fe345
Steel
210000
0.3
76.9729
Fy=345 MPa, Fu=450 MPa
HYSD500
Rebar
200000
0
76.9729
Fy=500 MPa, Fu=545 MPa
M20
Concrete
22360.68
0.2
24.9926
Fc=20 MPa
2.2 Frame Sections Table 2.2 - Frame Sections - Summary Name
Material
Shape
Col 300x300-Gable[8#20]
M20
Concrete Rectangular
ISMB 350
Fe345
Steel I/Wide Flange
ISMB150
Fe345
Steel I/Wide Flange
ISMB200
Fe345
Steel I/Wide Flange
ISMB200-D
Fe345
SD Section
ISMB250
Fe345
Steel I/Wide Flange
ISMB300
Fe345
Steel I/Wide Flange
Pedestral-Col 350x350[4#20+4#16]
M20
Concrete Rectangular
Strap350x230[3#12T/B]
M20
Concrete Rectangular
Tie 350x230[3#12T/B]
M20
Concrete Rectangul ar
Tube 100x100x5
Fe345
Steel Tube
Tube 50x50x4
Fe345
Steel Tube
Tube 75X75X4
Fe345
Steel Tube
2.3 Shell Sections
Name
Table 2.3 - Shell Sections - Summary Total Design Element Deck Material Thickness Type Type Material mm
Deck
Deck
Membrane
M20
75
Slab-on-Grade-150mm
Slab
Shell-Thin
M20
150
Page 7 of 122
Fe250
Deck Depth mm 25
Assignments
9/19/2015
3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments
Story
Table 3.1 - Joint Assignments - Summary Unique Diaphrag Label Restraints Name m
T1-Story5
21
144
From Area
T1-Story5
22
171
From Area
T1-Story5
23
119
From Area
T1-Story5
24
167
From Area
T1-Story5
25
207
From Area
T1-Story5
26
238
From Area
T1-Story5
27
2250
From Area
T1-Story5
39
127
From Area
T1-Story5
40
128
From Area
T1-Story5
86
133
From Area
T1-Story5
88
134
From Area
T1-Story5
113
135
From Area
T1-Story5
114
136
From Area
T1-Story5
52
109
From Area
T1-Story5
65
110
From Area
T1-Story5
85
115
From Area
T1-Story5
87
116
From Area
T1-Story5
89
117
From Area
T1-Story5
90
118
From Area
T1-Story5
53
154
From Area
T1-Story5
56
157
From Area
T1-Story5
57
158
From Area
T1-Story5
59
160
From Area
T1-Story5
62
163
From Area
T1-Story4
870
1024
From Area
T1-Story4
871
1025
From Area
T1-Story4
874
1028
From Area
T1-Story4
875
1029
From Area
T1-Story4
877
1031
From Area
T1-Story4
878
1032
From Area
T1-Story4
881
1035
From Area
T1-Story4
882
1036
From Area
T1-Story4
883
1037
From Area
T1-Story4
886
1040
From Area
T1-Story4
887
1041
From Area
T1-Story4
888
1042
From Area
T1-Story4
889
1043
From Area
T1-Story4
890
1044
From Area
T1-Story4
893
1047
From Area
T1-Story4
894
1048
From Area
T1-Story4
896
1050
From Area
T1-Story4
897
1051
From Area
T1-Story4
904
1058
From Area
T1-Story4
907
1061
From Area
T1-Story4
908
1062
From Area
T1-Story4
911
1065
From Area
T1-Story4
912
1064
From Area
T1-Story4
913
1060
From Area
Page 8 of 122
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
T1-Story4
914
1059
From Area
T1-Story4
915
1066
From Area
T1-Story4
916
1067
From Area
T1-Story4
917
1068
From Area
T1-Story4
918
1069
From Area
T1-Story4
919
1070
From Area
T1-Story4
920
1071
From Area
T1-Story4
921
1072
From Area
T1-Story4
922
1073
From Area
T1-Story4
923
1074
From Area
T1-Story3
1
138
D1
T1-Story3
37
179
D1
T1-Story3
1907
258
D1
T1-Story3
1914
2263
D1
T1-Story3
1924
2267
D1
T1-Story3
1929
2271
D1
T1-Story3
1932
240
D1
T1-Story3
2207
225
D1
T1-Story3
2357
210
D1
T1-Story3
2507
195
D1
T1-Story3
6
149
D1
T1-Story3
7
181
D1
T1-Story3
8
197
D1
T1-Story3
9
212
D1
T1-Story3
10
227
D1
T1-Story3
11
242
D1
T1-Story3
12
260
D1
T1-Story3
13
146
D1
T1-Story3
20
2269
D1
T1-Story3
21
143
D1
T1-Story3
27
2253
D1
T1-Story3
28
140
D1
T1-Story3
34
2261
D1
T1-Story2
47
150
From Area
T1-Story2
2
151
From Area
T1-Story2
3
122
From Area
T1-Story2
4
124
From Area
T1-Story2
67
165
From Area
T1-Story2
68
166
From Area
T1-Story2
96
204
From Area
T1-Story2
97
205
From Area
T1-Story2
110
235
From Area
T1-Story2
111
237
From Area
T1-Story2
126
266
From Area
T1-Story2
127
267
From Area
T1-Story2
134
274
From Area
T1-Story2
141
281
From Area
T1-Story2
45
964
From Area
T1-Story2
63
968
From Area
T1-Story2
149
977
From Area
T1-Story2
154
980
From Area
T1-Story2
168
989
From Area
T1-Story2
173
992
From Area
T1-Story2
178
995
From Area
T1-Story2
179
996
From Area
Page 9 of 122
Restraints
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
T1-Story2
195
1008
From Area
T1-Story2
200
1011
From Area
T1-Story2
205
1014
From Area
T1-Story2
206
1015
From Area
T1-Story2
873
1027
From Area
T1-Story2
876
1030
From Area
T1-Story2
879
1033
From Area
T1-Story2
880
1034
From Area
T1-Story2
892
1046
From Area
T1-Story2
895
1049
From Area
T1-Story2
898
1052
From Area
T1-Story2
899
1053
From Area
T1-Story2
900
1054
From Area
T1-Story2
901
1055
From Area
T1-Story2
902
1056
From Area
T1-Story2
903
1057
From Area
T1-Story1
1
137
D2
T1-Story1
37
178
D2
T1-Story1
1907
257
D2
T1-Story1
1932
239
D2
T1-Story1
2207
224
D2
T1-Story1
2357
209
D2
T1-Story1
2507
194
D2
T1-Story1
6
148
D2
T1-Story1
7
180
D2
T1-Story1
8
196
D2
T1-Story1
9
211
D2
T1-Story1
10
226
D2
T1-Story1
11
241
D2
T1-Story1
12
259
D2
T1-Story1
13
145
D2
T1-Story1
14
172
D2
T1-Story1
15
188
D2
T1-Story1
17
203
D2
T1-Story1
18
218
D2
T1-Story1
19
233
D2
T1-Story1
20
248
D2
T1-Story1
21
142
D2
T1-Story1
22
169
D2
T1-Story1
23
185
D2
T1-Story1
24
200
D2
T1-Story1
25
215
D2
T1-Story1
26
230
D2
T1-Story1
27
245
D2
T1-Story1
28
139
D2
T1-Story1
29
175
D2
T1-Story1
30
191
D2
T1-Story1
31
206
D2
T1-Story1
32
221
D2
T1-Story1
33
236
D2
T1-Story1
34
252
D2
T1-Story1
142
405
D2
T1-Story1
144
407
D2
T1-Story1
152
406
D2
T1-Story1
153
408
D2
Page 10 of 122
Restraints
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
T1-Story1
157
415
D2
T1-Story1
161
419
D2
T1-Story1
162
420
D2
T1-Story1
166
424
D2
T1-Story1
167
425
D2
T1-Story1
171
429
D2
T1-Story1
172
430
D2
T1-Story1
176
434
D2
T1-Story1
177
435
D2
T1-Story1
188
439
D2
T1-Story1
189
440
D2
T1-Story1
193
444
D2
T1-Story1
194
445
D2
T1-Story1
242
426
D2
T1-Story1
243
431
D2
T1-Story1
244
436
D2
T1-Story1
245
441
D2
T1-Story1
246
446
D2
T1-Story1
247
451
D2
T1-Story1
248
456
D2
T1-Story1
249
461
D2
T1-Story1
905
201
From Area
T1-Story1
906
269
From Area
T1-Story1
910
404
From Area
T1-Story1
931
1080
From Area
T1-Story1
937
1085
From Area
T1-Story1
943
1089
From Area
T1-Story1
957
1132
From Area
T1-Story1
958
1133
From Area
T1-Story1
959
1134
From Area
T1-Story1
960
1138
From Area
T1-Story1
961
1139
From Area
T1-Story1
962
1140
From Area
T1-Story1
963
1141
From Area
T1-Story1
964
1142
From Area
T1-Story1
965
1143
From Area
T1-Story1
966
1144
From Area
T1-Story1
967
1145
From Area
T1-Story1
968
1146
From Area
T1-Story1
969
1147
From Area
T1-Story1
970
1148
From Area
T1-Story1
956
1155
From Area
T1-Story1
973
1156
From Area
T1-Story1
974
1153
From Area
T1-Story1
975
1154
From Area
T1-Story1
976
1157
From Area
T1-Story1
977
1158
From Area
T1-Story1
978
1159
From Area
T1-Story1
979
1160
From Area
T1-Story1
980
1161
From Area
T1-Story1
981
1162
From Area
T1-Base
1
3
D1
T1-Base
37
16
D1
T1-Base
1907
94
D1
T1-Base
1932
79
D1
Page 11 of 122
Restraints
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
T1-Base
2207
64
D1
T1-Base
2357
49
D1
T1-Base
2507
33
D1
T1-Base
6
15
D1
T1-Base
7
20
D1
T1-Base
8
45
D1
T1-Base
9
61
D1
T1-Base
10
76
D1
T1-Base
11
91
D1
T1-Base
12
106
D1
T1-Base
13
12
D1
T1-Base
14
19
D1
T1-Base
15
42
D1
T1-Base
17
58
D1
T1-Base
18
73
D1
T1-Base
19
88
D1
T1-Base
20
103
D1
T1-Base
21
9
D1
T1-Base
22
18
D1
T1-Base
23
39
D1
T1-Base
24
55
D1
T1-Base
25
70
D1
T1-Base
26
85
D1
T1-Base
27
100
D1
T1-Base
28
6
D1
T1-Base
29
17
D1
T1-Base
30
36
D1
T1-Base
31
52
D1
T1-Base
32
67
D1
T1-Base
33
82
D1
T1-Base
34
97
D1
T1-Base
250
282
From Area
T1-Base
251
283
From Area
T1-Base
252
284
From Area
T1-Base
253
285
From Area
T1-Base
254
286
From Area
T1-Base
255
287
From Area
T1-Base
256
288
From Area
T1-Base
257
289
From Area
T1-Base
258
290
From Area
T1-Base
628
721
From Area
T1-Base
629
722
From Area
T1-Base
630
723
From Area
T1-Base
631
724
From Area
T1-Base
632
725
From Area
T1-Base
633
726
From Area
T1-Base
634
727
From Area
T1-Base
635
728
From Area
T1-Base
636
729
From Area
T1-Base
637
730
From Area
T1-Base
638
731
From Area
T1-Base
639
732
From Area
T1-Base
640
733
From Area
T1-Base
641
734
From Area
T1-Base
642
735
From Area
Page 12 of 122
Restraints
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
T1-Base
643
736
From Area
T1-Base
644
737
From Area
T1-Base
645
738
From Area
T1-Base
646
739
From Area
T1-Base
647
740
From Area
T1-Base
648
741
From Area
T1-Base
649
742
From Area
T1-Base
650
743
From Area
T1-Base
651
744
From Area
T1-Base
652
745
From Area
T1-Base
653
746
From Area
T1-Base
654
747
From Area
T1-Base
655
748
From Area
T1-Base
656
749
From Area
T1-Base
657
750
From Area
T1-Base
658
751
From Area
T1-Base
659
752
From Area
T1-Base
660
753
From Area
T1-Base
661
754
From Area
T1-Base
662
755
From Area
T1-Base
663
756
From Area
T1-Base
664
757
From Area
T1-Base
665
758
From Area
T1-Base
666
759
From Area
T1-Base
667
760
From Area
T1-Base
668
761
From Area
T1-Base
669
762
From Area
T1-Base
670
763
From Area
T1-Base
671
764
From Area
T1-Base
672
765
From Area
T1-Base
673
766
From Area
T1-Base
674
767
From Area
T1-Base
675
768
From Area
T1-Base
676
769
From Area
T1-Base
677
770
From Area
T1-Base
678
771
From Area
T1-Base
679
772
From Area
T1-Base
680
773
From Area
T1-Base
681
774
From Area
T1-Base
682
775
From Area
T1-Base
683
776
From Area
T1-Base
684
777
From Area
T1-Base
685
778
From Area
T1-Base
686
779
From Area
T1-Base
687
780
From Area
T1-Base
688
781
From Area
T1-Base
689
782
From Area
T1-Base
690
783
From Area
T1-Base
691
784
From Area
T1-Base
692
785
From Area
T1-Base
693
786
From Area
T1-Base
694
787
From Area
T1-Base
695
788
From Area
T1-Base
696
789
From Area
T1-Base
697
790
From Area
Page 13 of 122
Restraints
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
T1-Base
698
791
From Area
T1-Base
699
792
From Area
T1-Base
700
793
From Area
T1-Strap
7
25
From Area
T1-Strap
8
44
From Area
T1-Strap
9
60
From Area
T1-Strap
10
75
From Area
T1-Strap
11
90
From Area
T1-Strap
12
105
From Area
T1-Strap
13
11
From Area
T1-Strap
14
24
From Area
T1-Strap
15
41
From Area
T1-Strap
17
57
From Area
T1-Strap
18
72
From Area
T1-Strap
19
87
From Area
T1-Strap
20
102
From Area
T1-Strap
21
8
From Area
T1-Strap
22
23
From Area
T1-Strap
23
38
From Area
T1-Strap
24
54
From Area
T1-Strap
25
69
From Area
T1-Strap
26
84
From Area
T1-Strap
27
99
From Area
T1-Strap
28
5
From Area
T1-Strap
29
22
From Area
T1-Strap
30
35
From Area
T1-Strap
31
51
From Area
T1-Strap
32
66
From Area
T1-Strap
33
81
From Area
T1-Strap
34
96
From Area
T1-Strap
938
1137
From Area
T1-Strap
940
1135
From Area
T1-Strap
942
1095
From Area
T1-Strap
943
1092
From Area
Restraints
T1-Foundation
1
1
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
37
26
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
1907
92
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
1932
77
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
2207
62
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
2357
47
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
2507
31
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
6
13
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
7
30
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
8
43
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
9
59
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
10
74
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
11
89
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
12
104
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
13
10
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
14
29
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
15
40
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
17
56
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
18
71
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
19
86
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
20
101
From Area
UX; UY; UZ; RX; RY; RZ
Page 14 of 122
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
Restraints
T1-Foundation
21
7
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
22
28
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
23
37
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
24
53
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
25
68
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
26
83
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
27
98
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
28
4
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
29
27
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
30
34
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
31
50
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
32
65
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
33
80
From Area
UX; UY; UZ; RX; RY; RZ
T1-Foundation
34
95
From Area
UX; UY; UZ; RX; RY; RZ
T3-GF Slab
928
1076
From Area
T3-GF Slab
929
1078
From Area
T3-GF Slab
930
1079
From Area
T3-GF Slab
934
1083
From Area
T3-GF Slab
935
1084
From Area
T3-GF Slab
939
1093
From Area
T3-GF Slab
941
1101
From Area
T3-GF Slab
944
1098
From Area
T3-GF Slab
945
1099
From Area
T3-GF Slab
947
1113
From Area
T3-GF Slab
948
1114
From Area
T3-GF Slab
951
1117
From Area
T3-GF Slab
953
1119
From Area
T3-GF Slab
955
1121
From Area
T3-Plinth
927
1075
From Area
T3-Plinth
932
1081
From Area
T3-Plinth
933
1082
From Area
T3-Plinth
936
1097
From Area
T3-Plinth
939
1100
From Area
T3-Plinth
946
1112
From Area
T3-Plinth
949
1115
From Area
T3-Plinth
950
1116
From Area
T3-Plinth
952
1118
From Area
T3-Plinth
954
1120
From Area
T3-Strap
927
1111
From Area
T3-Strap
932
1103
From Area
T3-Strap
933
1105
From Area
T3-Strap
936
1107
From Area
T3-Strap
939
1109
From Area
T3-Strap
946
1131
From Area
T3-Strap
949
1123
From Area
T3-Strap
950
1125
From Area
T3-Strap
952
1127
From Area
T3-Strap
954
1129
From Area
T3-Base
927
1110
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
932
1102
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
933
1104
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
936
1106
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
939
1108
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
946
1130
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
949
1122
From Area
UX; UY; UZ; RX; RY; RZ
Page 15 of 122
Assignments
9/19/2015
Story
Label
Unique Name
Diaphrag m
Restraints
T3-Base
950
1124
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
952
1126
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
954
1128
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
938
1136
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
940
1096
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
942
1094
From Area
UX; UY; UZ; RX; RY; RZ
T3-Base
943
1091
From Area
UX; UY; UZ; RX; RY; RZ
3.2 Frame Assignments Table 3.2 - Frame Assignments - Summary Unique Design Length Name Type mm
Story
Label
T1-Story5
C29
T1-Story5
C35
268
Column
1632
T1-Story5
C2
546
Column
1200
T1-Story5
C3
547
Column
1200
T1-Story5
C4
553
Column
1200
T1-Story5
C5
554
Column
T1-Story5
C42
587
T1-Story5
C43
588
T1-Story5
C44
T1-Story5
C50
T1-Story5
Axis Angle deg
Max Station Spacing mm
Min Number Stations
Analysis Section
Design Section
ISMB250
ISMB250
3
ISMB250
ISMB250
3
Tube 50x50x4
Tube 50x50x4
3
Tube 50x50x4
Tube 50x50x4
3
Tube 50x50x4
Tube 50x50x4
3
1200
Tube 50x50x4
Tube 50x50x4
3
Column
1200
Tube 50x50x4
Tube 50x50x4
3
Column
1200
Tube 50x50x4
Tube 50x50x4
3
589
Column
1200
Tube 50x50x4
Tube 50x50x4
3
577
Column
1200
Tube 50x50x4
Tube 50x50x4
3
C52
578
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C53
579
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C54
580
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C62
616
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C63
617
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C66
618
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C77
651
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C79
652
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C80
653
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C81
654
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C87
666
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C88
667
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C89
668
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C96
700
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C97
701
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5
C98
702
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C100
703
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C106
715
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C107
716
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C108
717
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C115
750
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C116
751
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C117
752
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C118
753
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C124
765
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story5 C125
766
Column
1200
Tube 50x50x4
Tube 50x50x4
3
378
Column
1632
T1-Story5 C126
767
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C20
254
Column
1607
ISMB250
ISMB250
3
T1-Story4
C26
1806
Column
1607
ISMB250
ISMB250
T1-Story4
C29
360
Column
1607
ISMB250
ISMB250
Page 16 of 122
180
3 3
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
T1-Story4
C35
267
Column
1607
ISMB250
ISMB250
3
T1-Story4
C60
248
Column
1607
ISMB250
ISMB250
3
T1-Story4
C72
463
Column
1607
ISMB250
ISMB250
3
T1-Story4
C37
555
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C38
557
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C39
558
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C40
559
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4
C45
590
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C47
591
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C48
592
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C49
593
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4
C55
581
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C57
582
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C58
583
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C61
584
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4
C68
620
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C71
621
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C73
622
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C76
623
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4
C82
655
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C83
656
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C84
657
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C85
658
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4
C90
669
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C92
670
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C93
671
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4
C95
672
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 C101
704
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C102
705
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C104
706
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C105
707
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 C109
718
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C110
719
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C112
720
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C113
721
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 C120
754
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C121
755
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C122
756
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C123
757
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 C127
768
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C128
769
Column
1200
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C129
770
Column
600
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 C130
771
Column
600
Tube 75X75X4
Tube 75X75X4
3
T1-Story3
C46
245
Column
4085
ISMB300
ISMB300
3
T1-Story3
C41
449
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C78
422
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C91
395
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C99
368
Column
4085
ISMB300
ISMB300
90
3
341
Column
4085
ISMB300
ISMB300
90
3
90
T1-Story3 C111 T1-Story3 C119
312
Column
4085
ISMB300
ISMB300
T1-Story3
C13
256
Column
4085
ISMB200-D
ISMB200-D
T1-Story3
C14
314
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C15
343
Column
4085
ISMB300
ISMB300
90
3
Page 17 of 122
3 3
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
T1-Story3
C16
370
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C17
397
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C18
424
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C19
451
Column
4085
ISMB300
ISMB300
90
3
T1-Story3
C27
253
Column
4085
ISMB300
ISMB300
3
T1-Story3
C28
473
Column
4085
ISMB300
ISMB300
3
T1-Story3
C56
250
Column
4085
ISMB300
ISMB300
3
T1-Story3
C59
128
Column
4085
ISMB300
ISMB300
3
T1-Story3
C74
247
Column
4085
ISMB300
ISMB300
3
T1-Story3
C75
129
Column
4085
ISMB300
ISMB300
3
T1-Story1
C1
244
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C36
448
Column
3900
ISMB200-D
ISMB200-D
T1-Story1
C51
421
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C86
394
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C94
3
367
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1 C103
340
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1 C114
311
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C6
255
Column
3900
ISMB200-D
ISMB200-D
T1-Story1
C7
313
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C8
342
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C9
369
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C10
396
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C11
423
Column
3900
ISMB200-D
ISMB200-D
90
T1-Story1
C12
450
Column
3900
ISMB200-D
ISMB200-D
T1-Story1
C20
252
Column
3900
ISMB200-D
ISMB200-D
T1-Story1
C21
305
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C22
334
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C23
361
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C24
388
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C25
415
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C26
442
Column
3900
ISMB200-D
ISMB200-D
180
3
T1-Story1
C29
249
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C30
302
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C31
331
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C32
358
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C33
385
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C34
412
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C35
439
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C60
246
Column
3900
ISMB200-D
ISMB200-D
3
T1-Story1
C64
308
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C65
337
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C67
364
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C69
391
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C70
418
Column
3900
ISMB200-D
ISMB200-D
90
3
T1-Story1
C72
445
Column
3900
ISMB200-D
ISMB200-D
180
3
T1-Base
C1
2
Column
1100
Pedestral-Col 350x350[4#20+4#16]
T1-Base
C36
111
Column
1100
Pedestral-Col 350x350[4#20+4#16]
T1-Base
C51
93
Column
1100
Pedestral-Col 350x350[4#20+4#16]
T1-Base
C86
75
Column
1100
Pedestral-Col 350x350[4#20+4#16]
T1-Base
C94
57
Column
1100
Pedestral-Col 350x350[4#20+4#16]
Page 18 of 122
Pedestral-Col 350x350[4#20+4#16] Pedestral-Col 350x350[4#20+4#16] Pedestral-Col 350x350[4#20+4#16] Pedestral-Col 350x350[4#20+4#16]
3
3
Pedestral-Col
3 3
3 3 90
3
90
3
90
3
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
350x350[4#20+4#16] T1-Story5 B164
365
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B171
379
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B172
393
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B179
482
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B6
158
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B35
187
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B36
194
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B3
132
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B46
143
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B48
144
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B70
468
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B73
383
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B74
384
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B77
389
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B80
402
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B81
403
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B83
487
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B89
414
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B90
416
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5
B95
420
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B103
431
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B107
432
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B109
501
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B112
444
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B113
446
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B117
457
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B120
460
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B121
461
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B124
869
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B127
471
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B128
472
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B132
476
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B135
479
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B136
480
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B140
870
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B143
491
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B144
492
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B148
498
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B151
503
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B152
504
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B282
846
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B283
847
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B286
850
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B287
851
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B290
854
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B291
855
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B294
858
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B295
859
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B301
862
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B331
865
Beam
5778.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B333
867
Beam
5778.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B344
878
Beam
5778.5
Tube 75X75X4
Tube 75X75X4
3
Page 19 of 122
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
T1-Story5 B345
863
Beam
4572.1
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B347
843
Beam
4572.1
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B349
842
Beam
4572.1
Tube 75X75X4
Tube 75X75X4
500
T1-Story5 B368
896
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B370
898
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B372
900
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B374
902
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B376
904
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B378
906
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B380
908
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B382
910
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B384
912
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B386
914
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B388
916
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B390
918
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B392
920
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B394
922
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B396
924
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B398
926
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B400
928
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story5 B402
930
Beam
2889.2
Tube 75X75X4
Tube 75X75X4
3
T1-Story4
B50
732
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B51
366
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B52
406
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B53
435
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B54
464
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B55
483
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B98
1836
Beam
4703.1
ISMB150
ISMB150
T1-Story4 B251
500
Beam
4420
ISMB150
ISMB150
500
T1-Story4 B252
280
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B253
404
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B254
433
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B255
462
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B256
481
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B257
505
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B280
350
Beam
4703.1
ISMB150
ISMB150
T1-Story4
B5
157
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B11
179
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B19
186
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B2
131
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B42
141
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B44
142
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B56
149
Beam
1175.8
ISMB150
ISMB150
3
T1-Story4
B58
150
Beam
1175.8
ISMB150
ISMB150
3
T1-Story4
B59
152
Beam
1175.8
ISMB150
ISMB150
3
T1-Story4
B60
153
Beam
1175.8
ISMB150
ISMB150
3
T1-Story4
B84
203
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B85
210
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B86
211
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B92
218
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B93
219
Beam
1175.8
ISMB150
ISMB150
3
T1-Story4
B99
226
Beam
1175.8
ISMB150
ISMB150
3
T1-Story4 B100
227
Beam
1175.8
ISMB150
ISMB150
3
Page 20 of 122
3
3
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
T1-Story4 B101
234
Beam
1175.8
ISMB150
ISMB150
3
T1-Story4 B102
261
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B104
273
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B105
274
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B106
275
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B4
138
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B7
139
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B8
140
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B9
159
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B10
160
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B13
161
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B20
162
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B21
163
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B22
287
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B23
288
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B24
289
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B25
290
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B26
291
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B27
292
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B28
293
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B29
294
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B30
307
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B31
309
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B32
310
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B33
319
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B34
320
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B38
321
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B40
322
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B57
325
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B61
339
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B62
348
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B63
351
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B64
352
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B65
353
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B66
354
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B67
355
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B68
356
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4
B69
377
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B71
381
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B72
382
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B76
387
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B78
390
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B79
392
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B82
409
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B87
411
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B88
413
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B94
419
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B96
429
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4
B97
430
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B108
438
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B110
441
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B111
443
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B116
456
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
Page 21 of 122
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
T1-Story4 B118
458
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B119
459
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B123
467
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B125
469
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B126
470
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B131
475
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B133
477
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B134
478
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B138
486
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B141
489
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B142
490
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B146
497
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B149
499
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B150
502
Beam
4572
Tube 75X75X4
Tube 75X75X4
500
T1-Story4 B166
530
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B170
539
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B176
561
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B178
600
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B181
605
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B182
606
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B161
527
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B162
528
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B165
529
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B167
531
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B168
556
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B169
572
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B185
608
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B187
630
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B189
634
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B190
635
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B192
637
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B193
638
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B194
639
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B195
640
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B196
645
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B197
646
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B199
660
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B201
679
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B203
683
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B204
684
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B206
686
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B207
687
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B208
688
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B209
689
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B210
694
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B211
695
Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B213
709
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B215
728
Beam
1761.9
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B217
733
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B218
734
Beam
1763.7
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 B220
736
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B221
737
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B222
738
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
Page 22 of 122
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
T1-Story4 B223
739
Beam
1657.5
Tube 75X75X4
Tube 75X75X4
3
T1-Story4 B225
744
Be Beam
1175.8
Tube 100x100x5
Tube 100x100x5
3
T1-Strap
B18
241
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B37
14
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B39
26
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B41
50
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B43
69
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B45
87
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B47
105
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B49
123
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B50
220
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B51
221
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B52
222
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B53
223
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B54
224
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B55
225
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B114
13
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B122
25
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B130
49
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B137
68
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B139
86
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B147
104
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B153
122
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B154
204
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B163
205
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B164
206
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B171
207
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B253
189
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B254
190
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B255
191
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B256
192
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Strap
B257
193
Beam
4572
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T1-Story5
D30
1832
Brace
4711.7
ISMB150
ISMB150
3
T1-Story5 D106
349
Brace
4711.7
ISMB150
ISMB150
3
T1-Story5
D9
145
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D13
146
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D14
147
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D15
148
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D16
15 154
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D17
15 155
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D20
19 195
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D28
20 202
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D31
235
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D32
242
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D35
243
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D36
260
Brace
1177.9
ISMB150
ISMB150
3
T1-Story5
D37
27 276
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D38
27 277
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D39
27 278
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D49
27 279
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D6
134
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D7
135
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D8
136
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
Pag Page 23 of 122
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
T1-Story5
D11
13 137
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D12
17 170
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D18
17 171
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D19
17 178
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D21
25 259
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D24
28 283
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D25
28 284
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D26
28 285
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D27
28 286
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D29
29 295
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story5
D33
29 296
Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 D134
711
Brace
1359.5
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 D141
726
Brace
1359.5
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 D142
727
Brace
1363.2
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 D145
740
Br Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 D146
741
Br Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 D149
746
Br Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 D150
747
Br Brace
1177.9
Tube 100x100x5
Tube 100x100x5
3
T1-Story4 D153
760
Brace
1363.2
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 D154
761
Brace
1359.5
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 D161
824
Brace
1359.5
Tube 50x50x4
Tube 50x50x4
3
T1-Story4 D162
825
Brace
1363.2
Tube 50x50x4
Tube 50x50x4
3
T1-Story3
D1
257
Brace
1267.5
ISMB150
ISMB150
3
T1-Story3
D3
262
Brace
1267.5
ISMB150
ISMB150
3
T1-Story3
D4
151
Brace
1267.5
Tube 100x100x5
Tube 100x100x5
3
C136
885
Column
3550
ISMB250
ISMB250
3
C137
976
Column
3900
ISMB200-D
ISMB200-D
3
T3-Pl 3-Plin inth th C145 145
934 934
Colum olumn n
1100 1100
Col 300x 300x30 3000-Ga Gabl ble e[8#2 [8#20 0]
T3-Pl 3-Plin inth th C146 146
936 936
Colum olumn n
1100 1100
Col 300x3 00x300 00--Gabl Gable e[8#2 [8#20 0]
T3-Pl 3-Plin inth th C147 147
938 938
Colum olumn n
1100 1100
Col 300x3 00x300 00--Gabl Gable e[8#2 [8#20 0]
T3-Pl 3-Plin inth th C148 148
940 940
Colum olumn n
1100 1100
Col 300x 300x30 3000-Ga Gabl ble e[8#2 [8#20 0]
T3-Pl 3-Plin inth th C149 149
942 942
Colum olumn n
1100 1100
Col 300x3 00x300 00--Gabl Gable e[8#2 [8#20 0]
T3-Strap
C1 C156
960
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-Strap
C1 C157
962
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-Strap
C1 C158
964
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-Strap
C1 C159
966
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-Strap
C1 C137
983
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-Strap
C1 C138
988
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-Strap
C1 C141
990
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-Strap
C1 C142
992
Col um umn
1000
Col 300x300 -G -Gable[8#20]
T3-GF Slab
B275
440
Beam
1524
ISMB 350
T3-GF Slab T3-GF Slab
Pag Page 24 of 122
Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] Col 300x300Gable[8#20] ISMB 350
3 3 3 3 3 3 3 3 3 3 3 3 3 500
Assignments
Story T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab T3-GF Slab
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
Min Number Stations
B332
884
Beam
1524
ISMB250
ISMB250
500
B339
952
Beam
1524
ISMB250
ISMB250
500
B440
1019
Beam
1493
ISMB250
ISMB250
3
B441
1020
Beam
1493
ISMB250
ISMB250
3
B442
1021
Beam
1493
ISMB250
ISMB250
3
B443
1022
Beam
1493
ISMB250
ISMB250
3
B444
1023
Beam
1493
ISMB250
ISMB250
3
B445
1024
Beam
1493
ISMB250
ISMB250
3
B446
1025
Beam
1493
ISMB250
ISMB250
3
B447
1026
Beam
1493
ISMB250
ISMB250
3
B448
1027
Beam
1493
ISMB250
ISMB250
3
B449
1028
Beam
1493
ISMB250
ISMB250
3
B450
1029
Beam
1493
ISMB250
ISMB250
3
B451
1030
Beam
1493
ISMB250
ISMB250
3
B452
1031
Beam
1493
ISMB250
ISMB250
3
B453
1032
Beam
1493
ISMB250
ISMB250
3
B454
1033
Beam
1493
ISMB250
ISMB250
3
T3-Plinth
B358
879
Beam
1 52 524
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B407
1001
Beam
15 1 524
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B408
1003
Beam
15 1 524
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B409
1006
Beam
15 1 524
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B410
1007
Beam
15 1 524
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B415
1008
Beam
15 1 524
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B420
994
Beam
4 42 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B421
995
Beam
4 42 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Plinth
B422
996
Beam
4 42 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B334
943
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B335
944
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B336
945
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B337
946
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B340
968
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B341
969
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B342
970
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B343
971
Beam
44 4 420
Tie 350x230[3#12T/B]
Tie 350x230[3#12T/B]
500
T3-Strap
B351
978
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B352
979
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B357
986
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B358
877
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B407
10 1000
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B408
10 1004
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B409
10 1005
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
Pag Page 25 of 122
Assignments
Story
9/19/2015
Unique Design Length Label Name Type mm
Analysis Section
Design Section
Axis Angle deg
Max Station Spacing mm
T3-Strap
B410
1009
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B415
1010
Beam
1524
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B420
997
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B421
998
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
T3-Strap
B422
999
Beam
4420
Strap350x230[3#12T/B]
Strap350x230[3#12T/B]
500
3.3 Shell Assignments
Story
Table 3.3 - Shell Assignments - Summary Unique Label Section Diaphragm Name
T1-Story1
F2
105
Deck
T1-Story1
F3
1
Deck
T1-Story1
F4
2
Deck
T1-Story1
F5
3
Deck
T1-Story1
F7
4
Deck
T1-Story1
F8
5
Deck
T1-Story1
F9
6
Deck
T1-Story1
F10
7
Deck
T1-Story1
F11
8
Deck
T1-Story1
F12
9
Deck
T1-Story1
F13
10
Deck
T1-Story1
F14
11
Deck
T1-Story1
F15
12
Deck
T1-Story1
F16
13
Deck
T1-Story1
F17
14
Deck
T1-Story1
F18
15
Deck
T1-Story1
F19
16
Deck
T1-Story1
F20
17
Deck
T1-Story1
F21
18
Deck
T1-Story1
F22
19
Deck
T1-Story1
F23
20
Deck
T1-Story1
F24
21
Deck
T1-Story1
F25
22
Deck
T1-Story1
F26
23
Deck
T1-Story1
F27
24
Deck
T1-Story1
F28
25
Deck
T1-Story1
F29
26
Deck
T1-Story1
F30
27
Deck
T1-Story1
F31
28
Deck
T1-Story1
F32
29
Deck
T1-Story1
F33
30
Deck
T1-Story1
F34
31
Deck
T1-Story1
F35
32
Deck
T1-Story1
F36
33
Deck
T1-Story1
F37
34
Deck
T1-Story1
F38
35
Deck
T1-Story1
F39
36
Deck
T1-Story1
F40
37
Deck
T1-Story1
F41
38
Deck
T1-Story1
F42
39
Deck
T1-Story1
F43
40
Deck
T1-Story1
F44
41
Deck
Page 26 of 122
D2
Spring
Min Number Stations
Assignments
9/19/2015
Story
Label
Unique Name
Section
T1-Story1
F45
42
Deck
T1-Story1
F46
43
Deck
T1-Story1
F47
44
Deck
T1-Story1
F48
45
Deck
T1-Story1
F49
46
Deck
T1-Story1
F50
47
Deck
T1-Story1
F51
48
Deck
T1-Story1
F52
49
Deck
T1-Story1
F53
50
Deck
T1-Story1
F54
51
Deck
T1-Story1
F55
52
Deck
T1-Story1
F56
53
Deck
T1-Story1
F57
54
Deck
T1-Story1
F58
55
Deck
T1-Story1
F59
56
Deck
T1-Story1
F60
57
Deck
T1-Story1
F61
58
Deck
T1-Story1
F62
59
Deck
T1-Story1
F63
60
Deck
T1-Story1
F64
61
Deck
T1-Story1
F65
62
Deck
T1-Story1
F66
63
Deck
T1-Base
F215
213
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F216
214
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F217
215
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F218
216
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F219
217
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F220
218
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F221
219
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F222
220
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F223
221
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F224
222
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F225
223
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F226
224
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F227
225
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F228
226
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F229
227
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F230
228
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F231
229
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F232
230
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F233
231
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F234
232
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F235
233
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F236
234
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F237
235
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F238
236
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F239
237
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F240
238
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F241
239
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F242
240
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F243
241
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F244
242
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F245
243
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F246
244
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F247
245
Slab-on-Grade-150mm
SOG-SPR
Page 27 of 122
Diaphragm
Spring
Assignments
9/19/2015
Story
Label
Unique Name
Section
T1-Base
F248
246
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F249
247
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F250
248
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F251
249
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F252
250
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F253
251
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F254
252
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F255
253
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F256
254
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F257
255
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F258
256
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F259
257
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F260
258
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F261
259
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F384
382
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F385
383
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F386
384
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F387
385
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F388
386
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F389
387
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F390
388
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F391
389
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F392
390
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F393
391
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F394
392
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F395
393
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F396
394
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F417
415
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F418
416
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F419
417
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F420
418
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F421
419
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F506
504
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F507
505
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F508
506
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F509
507
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F510
508
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F511
509
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F512
510
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F513
511
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F514
512
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F515
513
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F516
514
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F517
515
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F518
516
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F519
517
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F520
518
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F521
519
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F522
520
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F523
521
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F524
522
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F525
523
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F526
524
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F527
525
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F528
526
Slab-on-Grade-150mm
SOG-SPR
Page 28 of 122
Diaphragm
Spring
Assignments
9/19/2015
Story
Label
Unique Name
Section
T1-Base
F529
527
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F530
528
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F531
529
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F532
530
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F533
531
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F534
532
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F535
533
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F536
534
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F537
535
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F538
536
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F539
537
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F540
538
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F541
539
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F542
540
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F543
541
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F544
542
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F545
543
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F546
544
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F547
545
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F548
546
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F549
547
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F550
548
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F551
549
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F591
589
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F592
590
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F593
591
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F594
592
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F595
593
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F596
594
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F597
595
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F598
596
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F599
597
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F600
598
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F601
599
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F602
600
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F603
601
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F604
602
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F605
603
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F606
604
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F607
605
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F608
606
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F609
607
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F610
608
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F611
609
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F671
669
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F672
670
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F673
671
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F674
672
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F675
673
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F676
674
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F677
675
Slab-on-Grade-150mm
SOG-SPR
T1-Base
F678
676
Slab-on-Grade-150mm
SOG-SPR
T3-GF Slab
F76
72
Deck
T3-GF Slab
F77
73
Deck
T3-GF Slab
F78
74
Deck
Page 29 of 122
Diaphragm
Spring
Assignments
9/19/2015
Story
Label
Unique Name
Section
T3-GF Slab
F679
681
Deck
T3-GF Slab
F680
682
Deck
T3-GF Slab
F681
683
Deck
T3-GF Slab
F682
684
Deck
T3-GF Slab
F683
685
Deck
T3-GF Slab
F684
686
Deck
T3-GF Slab
F687
689
Deck
T3-GF Slab
F688
690
Deck
T3-GF Slab
F691
75
Deck
T3-GF Slab
F697
677
Deck
T3-GF Slab
F698
679
Deck
T3-GF Slab
F699
680
Deck
T3-GF Slab
F700
687
Deck
T3-GF Slab
F701
688
Deck
T3-GF Slab
F702
691
Deck
T3-GF Slab
F1
678
Deck
T3-GF Slab
F6
692
Deck
T3-GF Slab
F75
693
Deck
Page 30 of 122
Diaphragm
Spring
9/19/2015
4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Patterns Name
Type
Self Weight Multiplier
Auto Load
Dead
Dead
1
Live
Live
0
EQ+X
Seismic
0
IS1893 2002
EQ+Y
Seismic
0
IS1893 2002
Wind+Y
Wind
0
None
Wind-Y
Wind
0
None
4.2 Auto Seismic Loading
Page 31 of 122
9/19/2015
IS1893 2002 Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern EQ+X according to IS1893 2002, as calculated by ETABS. Direction and Eccentricity
Direction = Multiple Eccentricity Ratio = 0% for all diaphragms Structural Period
Period Calculation Method = Program Calculated Factors and Coefficients
Seismic Zone Factor, Z [IS Table 2]
Z
0 36
Response Reduction Factor, R [IS Table 7]
R
5
Importance Factor, I [IS Table 6]
I
1
Site Type [IS Table 1] = II Seismic Response
Spectral Acceleration Coefficient, S a /g [IS 6.4.5]
Sa g
Sa
25
g
25
Equivalent Lateral Forces
Sa g 2R
ZI
Seismic Coefficient, A h [IS 6.4.2]
Ah
Calculated Base Shear
Direction
Period Used (sec)
W (kN)
Vb (kN)
X X + Ecc. Y X - Ecc. Y
0.117 0.117 0.117
3610.3508 3610.3508 3610.3508
324.9316 324.9316 324.9316
Applied Story Forces
Page 32 of 122
9/19/2015
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
Story5
13.324
83.5691
0
Story4
11.692
85.8791
0
Story3
10.085
26.3688
0
Story2
9.6
4.6279
0
Story1
6
121.1529
0
Base
2.1
0
0
Strap
1
0
0
Foundation
0
0
0
Page 33 of 122
9/19/2015
IS1893 2002 Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads f or load pattern EQ+Y according to IS1893 2002, as calculated by ETABS. Direction and Eccentricity
Direction = Multiple Eccentricity Ratio = 0% for all diaphragms Structural Period
Period Calculation Method = Program Calculated Factors and Coefficients
Seismic Zone Factor, Z [IS Table 2]
Z
0 36
Response Reduction Factor, R [IS Table 7]
R
5
Importance Factor, I [IS Table 6]
I
1
Site Type [IS Table 1] = II Seismic Response
Spectral Acceleration Coefficient, S a /g [IS 6.4.5]
Sa g
Sa
25
g
25
Equivalent Lateral Forces
Sa g 2R
ZI
Seismic Coefficient, A h [IS 6.4.2]
Ah
Calculated Base Shear
Direction
Period Used (sec)
W (kN)
Vb (kN)
Y Y + Ecc. X Y - Ecc. X
0.117 0.117 0.117
3610.3508 3610.3508 3610.3508
324.9316 324.9316 324.9316
Applied Story Forces
Page 34 of 122
9/19/2015
Story
Elevation
X-Dir
m
kN
kN
Story5
13.324
0
83.5691
Story4
11.692
0
85.8791
Story3
10.085
0
26.3688
Story2
9.6
0
4.6279
Story1
6
0
121.1529
Base
2.1
0
0
Strap
1
0
0
Foundation
0
0
0
Page 35 of 122
Y-Dir
Loads
9/19/2015
4.3 Load Cases Table 4.4 - Load Cases - Summary Name
Type
Dead
Linear Static
Liv e
Linear Static
EQ+X
Linear Static
EQ+Y
Linear Static
Wind+Y
Linear Static
Wind-Y
Linear Static
4.4 Load Combinations
Name
Table 4.5 - Load Combinations Load Scale Case/Com Type Factor bo
1.5[DL+LL]
Dead
1.5
1.5[DL+LL]
Live
1.5
DL+LL+WIND+Y
Dead
1
DL+LL+WIND+Y
Live
1
DL+LL+WIND+Y
Wind+Y
1
DL+WIND+Y
Dead
1
Linear Add
Auto No No
Linear Add
No No No
Linear Add
No
Linear Add
No
DL+WIND+Y
Wind+Y
1
0.7DL+WIND+Y
Dead
0.7
0.7DL+WIND+Y
Wind+Y
1
DL+LL+EQ+X
Dead
1
DL+LL+EQ+X
Live
1
No
DL+LL+EQ+X
EQ+X
1
No
DL+LL-EQ+X
Dead
1
DL+LL-EQ+X
Live
1
DL+LL-EQ+X
EQ+X
-1
DL+LL+EQ+Y
Dead
1
DL+LL+EQ+Y
Live
1
DL+LL+EQ+Y
EQ+Y
1
DL+LL-EQ+Y
Dead
1
No No Linear Add
Linear Add
No
No No No
Linear Add
No No No
Linear Add
No
DL+LL-EQ+Y
Live
1
No
DL+LL-EQ+Y
EQ+Y
-1
No
DL+EQ+X
Dead
1
DL+EQ+X
EQ+X
1
DL-EQ+X
Dead
1
DL-EQ+X
EQ+X
-1
DL+EQ+Y
Dead
1
DL+EQ+Y
EQ+Y
1
Linear Add
No No
Linear Add
No No
Linear Add
No No
DL-EQ+Y
Dead
1
DL-EQ+Y
EQ+Y
-1
0.7DL+WIND-Y
Dead
0.7
0.7DL+WIND-Y
Wind-Y
1
DL+LL+WIND-Y
Dead
1
DL+LL+WIND-Y
Live
1
No
DL+LL+WIND-Y
Wind-Y
1
No
DL+WIND-Y
Dead
1
DL+WIND-Y
Wind-Y
1
Page 36 of 122
Linear Add
No No
Linear Add
No No
Linear Add
Linear Add
No
No No
Analysis Results
9/19/2015
5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions FZ MX MY kN kN-m kN-m
Load Case/Combo
FX kN
FY kN
MZ kN-m
X m
Y m
Z m
Dead
0
0
8069.8325
72199.9915
Live
0
0
7845.7723
69763.5892
-119259
0
0
0
0
-110944
0
0
0
0
EQ+X 1
-324.9316
0
0
0
-3041.5307
2915.0998
0
0
0
EQ+X 2
-324.9316
0
0
EQ+X 3
-324.9316
0
0
0
-3041.5307
2915.0998
0
0
0
0
-3041.5307
2915.0998
0
0
0
EQ+Y 1
0
-324.9316
EQ+Y 2
0
-324.9316
0
3041.5307
0
-4636.1281
0
0
0
0
3041.5307
0
-4636.1281
0
0
0
EQ+Y 3
0
-324.9316
0
3041.5307
0
-4636.1281
0
0
0
Wind+Y Wind-Y
0
-304.7639
235.6038
3716.0261
-3231.5416
-4252.2185
0
0
0
0
310.0188
0
-644.1169
0
4252.2185
0
0
0
0
23873.4072
212945.371
1.5[DL+LL]
0
-345304
0
0
0
0
DL+LL+WIND+Y
0
-304.7639 16151.2086 145679.6068
-233434
-4252.2185
0
0
0
DL+WIND+Y
0
-304.7639
0.7DL+WIND+Y
0
-304.7639
DL+LL+EQ+X Max
-324.9316
0
8305.4363
75916.0176
-122490
-4252.2185
0
0
0
5884.4865
54256.0202
-86712.7134
-4252.2185
0
0
0
-233244
2915.0998
0
0
0
15915.6048 141963.5807
DL+LL+EQ+X Min
-324.9316
0
15915.6048 141963.5807
-233244
2915.0998
0
0
0
DL+LL-EQ+X Max
3 24.9316
0
15915.6048 141963.5807
-227161
-2915.0998
0
0
0
DL+LL-EQ+X Min
324.9316
0
15915.6048 141963.5807
-227161
-2915.0998
0
0
0
DL+LL+EQ+Y Max
0
-324.9316 15915.6048 145005.1114
-230202
-4636.1281
0
0
0
DL+LL+EQ+Y Min
0
-324.9316 15915.6048 145005.1114
-230202
-4636.1281
0
0
0
DL+LL-EQ+Y Max
0
324.9316
15915.6048
138922.05
-230202
4636.1281
0
0
0
DL+LL-EQ+Y Min
0
324.9316
15915.6048
138922.05
-230202
4636.1281
0
0
0
DL+EQ+X Max
-324.9316
0
8069.8325
72199.9915
-122300
2915.0998
0
0
0
DL+EQ+X Min
-324.9316
0
8069.8325
72199.9915
-122300
2915.0998
0
0
0
DL-EQ+X Max
324.9316
0
8069.8325
72199.9915
-116217
-2915.0998
0
0
0
DL-EQ+X Min
324.9316
0
8069.8325
72199.9915
-116217
-2915.0998
0
0
0
DL+EQ+Y Max
0
-324.9316
8069.8325
75241.5222
-119259
-4636.1281
0
0
0
DL+EQ+Y Min
0
-324.9316
8069.8325
75241.5222
-119259
-4636.1281
0
0
0
DL-EQ+Y Max
0
324.9316
8069.8325
69158.4608
-119259
4636.1281
0
0
0
DL-EQ+Y Min
0
324.9316
8069.8325
69158.4608
-119259
4636.1281
0
0
0
49895.8772
0.7DL+WIND-Y
0
310.0188
5648.8827
-83481.1718
4252.2185
0
0
0
DL+LL+WIND-Y
0
310.0188
15915.6048 141319.4638
-230202
4252.2185
0
0
0
DL+WIND-Y
0
310.0188
8069.8325
-119259
4252.2185
0
0
0
Story
Diaphrag Mass X m kg
T1-Story3
D1
T1-Base
D1
T1-Story1
D2
Story
71555.8746
Table 5.2 - Centers of Mass and Rigidity Cumulati Cumulati Mass Y XCM YCM ve X ve Y kg m m kg kg
0
0
13.7204
8.8641
0
0
13.4939
8.9367
13.669
8.8657
268619.47 268619.47
Diaphra Load gm Case/Combo
0
0
0
0
268619.47 268619.47
XCCM m
YCCM m
0
0
0
0
13.669
8.8657
Table 5.3 - Diaphragm Center of Mass Displacements UX UY UZ RX RY RZ Point mm mm mm rad rad rad
XCR m
YCR m
13.9213
8.8268
X m
Y m
Z m
T1-Story3
D1
Dead
0.1
6.2
0
0
0
-3.7E-05
46
13.7204
8.8641
10.085
T1-Story3
D1
Live
0.3
3.6
0
0
0
-4.2E-05
46
13.7204
8.8641
10.085
T1-Story3
D1
EQ+X 1
84.7
0.1
0
0
0
0.004027
46
13.7204
8.8641
10.085
Page 37 of 122
Analysis Results
Story
9/19/2015
Diaphra Load gm Case/Combo
UX mm
UY mm
UZ mm
RX rad
RY rad
RZ rad
Point
X m
Y m
Z m
T1-Story3
D1
EQ+X 2
84.7
0.1
0
0
0
0.004027
46
13.7204
8.8641
10.085
T1-Story3
D1
EQ+X 3
84.7
0.1
0
0
0
0.004027
46
13.7204
8.8641
10.085
T1-Story3
D1
EQ+Y 1
0.1
39
0
0
0
-0.000129
46
13.7204
8.8641
10.085
T1-Story3
D1
EQ+Y 2
0.1
39
0
0
0
-0.000129
46
13.7204
8.8641
10.085
T1-Story3
D1
EQ+Y 3
0.1
39
0
0
0
-0.000129
46
13.7204
8.8641
10.085
T1-Story3
D1
Wind+Y
0.01224
55.1
0
0
0
-0.000122
46
13.7204
8.8641
10.085
T1-Story3
D1
Wind-Y
-0.1
-53.1
0
0
0
0.000177
46
13.7204
8.8641
10.085
T1-Story3
D1
1.5[DL+LL]
0.6
14.7
0
0
0
-0.000119
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+LL+WIND+Y
0.4
64.9
0
0
0
-0.000201
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+WIND+Y
0.1
61.3
0
0
0
-0.000159
46
13.7204
8.8641
10.085
T1-Story3
D1
0.7DL+WIND+Y
0.1
59.4
0
0
0
-0.000148
46
13.7204
8.8641
10.085
T1-Story3
D1
85.2
9.9
0
0
0
0.003948
46
13.7204
8.8641
10.085
T1-Story3
D1
85.2
9.9
0
0
0
0.003948
46
13.7204
8.8641
10.085
T1-Story3
D1
-84.3
9.8
0
0
0
-0.004106
46
13.7204
8.8641
10.085
T1-Story3
D1
-84.3
9.8
0
0
0
-0.004106
46
13.7204
8.8641
10.085
T1-Story3
D1
0.5
48.8
0
0
0
-0.000208
46
13.7204
8.8641
10.085
T1-Story3
D1
0.5
48.8
0
0
0
-0.000208
46
13.7204
8.8641
10.085
T1-Story3
D1
0.4
-29.1
0
0
0
4.9E-05
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+LL-EQ+Y Min
0.4
-29.1
0
0
0
4.9E-05
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+EQ+X Max
84.8
6.3
0
0
0
0.00399
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+EQ+X Min
84.8
6.3
0
0
0
0.00399
46
13.7204
8.8641
10.085
T1-Story3
D1
DL-EQ+X Max
-84.6
6.1
0
0
0
-0.004064
46
13.7204
8.8641
10.085
T1-Story3
D1
DL-EQ+X Min
-84.6
6.1
0
0
0
-0.004064
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+EQ+Y Max
0.2
45.2
0
0
0
-0.000166
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+EQ+Y Min
0.2
45.2
0
0
0
-0.000166
46
13.7204
8.8641
10.085
T1-Story3
D1
DL-EQ+Y Max
0.04969
-32.8
0
0
0
9.1E-05
46
13.7204
8.8641
10.085
T1-Story3
D1
DL-EQ+Y Min
0.04969
-32.8
0
0
0
9.1E-05
46
13.7204
8.8641
10.085
T1-Story3
D1
0.7DL+WIND-Y
-0.0259
-48.7
0
0
0
0.000151
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+LL+WIND-Y
0.3
-43.2
0
0
0
9.8E-05
46
13.7204
8.8641
10.085
T1-Story3
D1
DL+WIND-Y
0.00773
-46.9
0
0
0
0.00014
46
13.7204
8.8641
10.085
T1-Story1
D2
Dead
-0.02524
0.0193
0
0
0
-1E-06
170
13.669
8.8657
6
T1-Story1
D2
Live
-0.04476
0.03148
0
0
0
-2E-06
170
13.669
8.8657
6
T1-Story1
D2
EQ+X 1
13.5
0.004873
0
0
0
-1E-05
170
13.669
8.8657
6
T1-Story1
D2
EQ+X 2
13.5
0.004873
0
0
0
-1E-05
170
13.669
8.8657
6
T1-Story1
D2
EQ+X 3
13.5
0.004873
0
0
0
-1E-05
170
13.669
8.8657
6
T1-Story1
D2
EQ+Y 1
0.0005385
12.4
0
0
0
-3.4E-05
170
13.669
8.8657
6
T1-Story1
D2
EQ+Y 2
0.0005385
12.4
0
0
0
-3.4E-05
170
13.669
8.8657
6
T1-Story1
D2
EQ+Y 3
0.0005385
12.4
0
0
0
-3.4E-05
170
13.669
8.8657
6
T1-Story1
D2
Wind+Y
-0.001429
13.4
0
0
0
-1.2E-05
170
13.669
8.8657
6
T1-Story1
D2
Wind-Y
6.099E-06
-13.7
0
0
0
4E-05
170
13.669
8.8657
6
T1-Story1
D2
1.5[DL+LL]
-0.1
0.1
0
0
0
-5E-06
170
13.669
8.8657
6
T1-Story1
D2
DL+LL+WIND+Y
-0.1
13.4
0
0
0
-1.5E-05
170
13.669
8.8657
6
T1-Story1
D2
DL+WIND+Y
-0.02666
13.4
0
0
0
-1.3E-05
170
13.669
8.8657
6
T1-Story1
D2
0.7DL+WIND+Y -0.01909
13.4
0
0
0
-1.3E-05
170
13.669
8.8657
6
13.4
0.1
0
0
0
-1.3E-05
170
13.669
8.8657
6
13.4
0.1
0
0
0
-1.3E-05
170
13.669
8.8657
6
-13.5
0.0459
0
0
0
7E-06
170
13.669
8.8657
6
-13.5
0.0459
0
0
0
7E-06
170
13.669
8.8657
6
T1-Story1
D2
T1-Story1
D2
T1-Story1
D2
T1-Story1
D2
DL+LL+EQ+X Max DL+LL+EQ+X Min DL+LL-EQ+X Max DL+LL-EQ+X Min
DL+LL+EQ+Y Max DL+LL+EQ+Y Min DL+LL-EQ+Y Max
DL+LL+EQ+X Max DL+LL+EQ+X Min DL+LL-EQ+X Max DL+LL-EQ+X Min
Page 38 of 122
Analysis Results
Story
9/19/2015
Diaphra Load gm Case/Combo
DL+LL+EQ+Y Max DL+LL+EQ+Y Min DL+LL-EQ+Y Max
UX mm
UY mm
UZ mm
RX rad
RY rad
RZ rad
Point
X m
Y m
Z m
-0.1
12.4
0
0
0
-3.7E-05
170
13.669
8.8657
6
-0.1
12.4
0
0
0
-3.7E-05
170
13.669
8.8657
6
-0.1
-12.3
0
0
0
3.1E-05
170
13.669
8.8657
6
T1-Story1
D2
T1-Story1
D2
T1-Story1
D2
T1-Story1
D2
DL+LL-EQ+Y Min
-0.1
-12.3
0
0
0
3.1E-05
170
13.669
8.8657
6
T1-Story1
D2
DL+EQ+X Max
13.4
0.02417
0
0
0
-1.2E-05
170
13.669
8.8657
6
T1-Story1
D2
DL+EQ+X Min
13.4
0.02417
0
0
0
-1.2E-05
170
13.669
8.8657
6
T1-Story1
D2
DL-EQ+X Max
-13.5
0.01443
0
0
0
9E-06
170
13.669
8.8657
6
T1-Story1
D2
DL-EQ+X Min
-13.5
0.01443
0
0
0
9E-06
170
13.669
8.8657
6
T1-Story1
D2
DL+EQ+Y Max
-0.0247
12.4
0
0
0
-3.5E-05
170
13.669
8.8657
6
T1-Story1
D2
DL+EQ+Y Min
-0.0247
12.4
0
0
0
-3.5E-05
170
13.669
8.8657
6
T1-Story1
D2
DL-EQ+Y Max
-0.02577
-12.4
0
0
0
3.3E-05
170
13.669
8.8657
6
T1-Story1
D2
DL-EQ+Y Min
-0.02577
-12.4
0
0
0
3.3E-05
170
13.669
8.8657
6
T1-Story1
D2
0.7DL+WIND-Y
-0.01766
-13.6
0
0
0
3.9E-05
170
13.669
8.8657
6
T1-Story1
D2
DL+LL+WIND-Y
-0.1
-13.6
0
0
0
3.7E-05
170
13.669
8.8657
6
T1-Story1
D2
DL+WIND-Y
-0.02523
-13.6
0
0
0
3.9E-05
170
13.669
8.8657
6
T1-Base
D1
Dead
0
0
0
193
13.4939
8 .9367
2.1
T1-Base
D1
Live
193
13.4939
8 .9367
2.1
T1-Base
D1
EQ+X 1
193
13.4939
8 .9367
2.1
T1-Base
D1
EQ+X 2
193
13.4939
8 .9367
2.1
T1-Base
D1
EQ+X 3
193
13.4939
8 .9367
2.1
T1-Base
D1
193
13.4939
8 .9367
2.1
T1-Base
193
13.4939
8 .9367
2.1
193
13.4939
8 .9367
2.1
0.0005286 0.0003617 0.0006104 0.0002718 0.5 0.0001374 0.5 0.0001374 0.5 0.0001374
0
0
0
0
0
0
0
0
0
0
0
0
EQ+Y 1
0.0001255
0.5
0
0
0
D1
EQ+Y 2
0.0001255
0.5
0
0
0
T1-Base
D1
EQ+Y 3
0.0001255
0.5
0
0
0
T1-Base
D1
Wind+Y
6.089E-05
0.5
0
0
0
1E-06
193
13.4939
8.9367
2.1
T1-Base
D1
0
0
0
3.79E-07
193
13.4939
8.9367
2.1
T1-Base
D1
0
0
0
-2.349E08
193
13.4939
8 .9367
2.1
T1-Base
D1
0
0
0
1E-06
193
13.4939
8.9367
2.1
T1-Base
D1
0
0
0
1E-06
193
13.4939
8.9367
2.1
T1-Base
D1
0
0
0
1E-06
193
13.4939
8.9367
2.1
T1-Base
D1
0
0
0
193
13.4939
8 .9367
2.1
T1-Base
D1
0
0
0
193
13.4939
8 .9367
2.1
T1-Base
D1
0
0
0
4.012E-07
193
13.4939
8.9367
2.1
T1-Base
D1
0.001276
0
0
0
4.012E-07
193
13.4939
8.9367
2.1
T1-Base
D1
0.5
0
0
0
193
13.4939
8 .9367
2.1
T1-Base
D1
0.5
0
0
0
193
13.4939
8 .9367
2.1
T1-Base
D1
-0.000759
-0.5
0
0
0
3.241E-07
193
13.4939
8.9367
2.1
T1-Base
D1
DL+LL-EQ+Y Min -0.000759
-0.5
0
0
0
3.241E-07
193
13.4939
8.9367
2.1
T1-Base
D1
DL+EQ+X Max
0.5
0.0003912
0
0
0
-4.21E-07
193
13.4939
8.9367
2.1
T1-Base
D1
DL+EQ+X Min
0.5
0.0003912
0
0
0
-4.21E-07
193
13.4939
8.9367
2.1
-0.5 0.0001796 1.5[DL+LL] 0.001708 0.0009503 DL+LL+WIND+Y 0.5 0.0005726 DL+WIND+Y 0.5 0.0003008 0.7DL+WIND+Y 0.5 0.0001923 DL+LL+EQ+X 0.5 0.001002 Max DL+LL+EQ+X 0.5 0.001002 Min DL+LL-EQ+X -0.5 0.001276 Max Wind-Y
DL+LL-EQ+X Min
-0.5
DL+LL+EQ+Y Max DL+LL+EQ+Y Min DL+LL-EQ+Y Max
0.0005081 0.0005081
Page 39 of 122
-4.176E09 -1.148E08 -4.168E07 -4.168E07 -4.168E07 -3.398E07 -3.398E07 -3.398E07
-4.325E07 -4.325E07
-3.554E07 -3.554E07
Analysis Results
Story
9/19/2015
Diaphra Load gm Case/Combo
UX mm
UY mm
UZ mm
RX rad
RY rad
RZ rad
Point
X m
Y m
Z m
4.127E-07
193
13.4939
8.9367
2.1
4.127E-07
193
13.4939
8.9367
2.1
193
13.4939
8 .9367
2.1
193
13.4939
8 .9367
2.1
T1-Base
D1
DL-EQ+X Max
-0.5
0.000666
0
0
0
T1-Base
D1
DL-EQ+X Min
-0.5
0.000666
0
0
0
T1-Bas e
D1
DL+EQ+Y Max
T1-Bas e
D1
DL+EQ+Y Mi n
T1-Bas e
D1
DL-EQ+Y Max
T1-Bas e
D1
DL-EQ+Y Min
T1-Base
D1
0.7DL+WIND-Y
T1-Base
D1
DL+LL+WIND-Y
T1-Base
D1
DL+WIND-Y
0.0002362 0.0002362 0.0004871 0.0004871 0.0004328 0.0008131 0.0005413
-3.439E07 -3.439E07
0.5
0
0
0
0.5
0
0
0
-0.5
0
0
0
3.356E-07
193
13.4939
8.9367
2.1
-0.5
0
0
0
3.356E-07
193
13.4939
8.9367
2.1
-0.5
0
0
0
3.761E-07
193
13.4939
8.9367
2.1
-0.5
0
0
0
3.633E-07
193
13.4939
8.9367
2.1
-0.5
0
0
0
3.748E-07
193
13.4939
8.9367
2.1
5.2 Story Results
Story
Table 5.4 - Story Max/Avg Displacements Load Maximum Average Direction Case/Combo mm mm 0
Ratio
T1-Story5
Dead
Y
0
T1-Story4
Dead
Y
0
0
T1-Story3
Dead
X
1.4
0.2
T1-Story2
Dead
Y
0
0
T1-Story1
Dead
X
0.03567
0.02527
1.411722
T1-Base
Dead
X
0.0126
0.0003901
32.297715
7.798563
T1-Strap
Dead
Y
0
0
T1-Foundation
Dead
Y
0
0
T1-Story5
Live
Y
0
0
T1-Story4
Live
Y
0
0
T1-Story3
Live
Y
3.6
0.3
T1-Story2
Live
Y
0
0
T1-Story1
Live
X
0.1
0.04481
1.369246
T1-Base
Live
X
0.004033
0.0003782
10.664636
13.184507
T1-Strap
Live
Y
0
0
T1-Foundation
Live
Y
0
0
T1-Story5
EQ+X 1
Y
0
0
T1-Story4
EQ+X 1
Y
0
0
T1-Story3
EQ+X 1
X
60.6
52.5
T1-Story2
EQ+X 1
Y
0
0
T1-Story1
EQ+X 1
X
13.6
13.5
1.006795 1.02282
1.154308
T1-Base
EQ+X 1
X
0.5
0.5
T1-Strap
EQ+X 1
Y
0
0
T1-Foundation
EQ+X 1
Y
0
0
T1-Story5
EQ+X 2
Y
0
0
T1-Story4
EQ+X 2
Y
0
0
T1-Story3
EQ+X 2
X
60.6
52.5
T1-Story2
EQ+X 2
Y
0
0
T1-Story1
EQ+X 2
X
13.6
13.5
1.006795 1.02282
T1-Base
EQ+X 2
X
0.5
0.5
T1-Strap
EQ+X 2
Y
0
0
T1-Foundation
EQ+X 2
Y
0
0
T1-Story5
EQ+X 3
Y
0
0
T1-Story4
EQ+X 3
Y
0
0
T1-Story3
EQ+X 3
X
60.6
52.5
Page 40 of 122
1.154308
1.154308
Analysis Results
9/19/2015
Story
Load Case/Combo
Direction
Maximum Average mm mm
T1-Story2
EQ+X 3
Y
0
0
T1-Story1
EQ+X 3
X
13.6
13.5
1.006795 1.02282
T1-Base
EQ+X 3
X
0.5
0.5
T1-Strap
EQ+X 3
Y
0
0
Ratio
T1-Foundation
EQ+X 3
Y
0
0
T1-Story5
EQ+Y 1
Y
0
0
T1-Story4
EQ+Y 1
Y
0
0
T1-Story3
EQ+Y 1
Y
40.9
36.4
T1-Story2
EQ+Y 1
Y
0
0
T1-Story1
EQ+Y 1
Y
12.8
12.4
1.037541
T1-Base
EQ+Y 1
Y
0.5
0.5
1.013529
T1-Strap
EQ+Y 1
Y
0
0
1.1225
T1-Foundation
EQ+Y 1
Y
0
0
T1-Story5
EQ+Y 2
Y
0
0
T1-Story4
EQ+Y 2
Y
0
0
T1-Story3
EQ+Y 2
Y
40.9
36.4
T1-Story2
EQ+Y 2
Y
0
0
T1-Story1
EQ+Y 2
Y
12.8
12.4
1.037541
T1-Base
EQ+Y 2
Y
0.5
0.5
1.013529
1.1225
T1-Strap
EQ+Y 2
Y
0
0
T1-Foundation
EQ+Y 2
Y
0
0
T1-Story5
EQ+Y 3
Y
0
0
T1-Story4
EQ+Y 3
Y
0
0
T1-Story3
EQ+Y 3
Y
40.9
36.4
T1-Story2
EQ+Y 3
Y
0
0
T1-Story1
EQ+Y 3
Y
12.8
12.4
1.037541
T1-Base
EQ+Y 3
Y
0.5
0.5
1.013529
1.1225
T1-Strap
EQ+Y 3
Y
0
0
T1-Foundation
EQ+Y 3
Y
0
0
T1-Story5
Wind+Y
Y
0
0
T1-Story4
Wind+Y
Y
0
0
T1-Story3
Wind+Y
Y
56
50.5
T1-Story2
Wind+Y
Y
0
0
T1-Story1
Wind+Y
Y
13.6
13.4
1.012089 1.024846
1.109741
T1-Base
Wind+Y
Y
0.5
0.5
T1-Strap
Wind+Y
Y
0
0
T1-Foundation
Wind+Y
Y
0
0
T1-Story5
Wind-Y
Y
0
0
T1-Story4
Wind-Y
Y
0
0
T1-Story3
Wind-Y
Y
57.8
51.2
T1-Story2
Wind-Y
Y
0
0
T1-Story1
Wind-Y
Y
14.2
13.7
1.040087 1.017495
T1-Base
Wind-Y
Y
0.5
0.5
T1-Strap
Wind-Y
Y
0
0
1.128199
T1-Foundation
Wind-Y
Y
0
0
T1-Story5
1.5[DL+LL]
Y
0
0
T1-Story4
1.5[DL+LL]
Y
0
0
T1-Story3
1.5[DL+LL]
X
6.5
0.8
T1-Story2
1.5[DL+LL]
Y
0
0
T1-Story1
1.5[DL+LL]
X
0.1
0.1
1.38456
T1-Base
1.5[DL+LL]
Y
0.03164
0.000243
130.191205
T1-Strap
1.5[DL+LL]
Y
0
0
T1-Foundation
1.5[DL+LL]
Y
0
0
T1-Story5
DL+LL+WIND+Y
Y
0
0
T1-Story4
DL+LL+WIND+Y
Y
0
0
Page 41 of 122
7.866543
Analysis Results
9/19/2015
Story
Load Case/Combo
Direction
Maximum Average mm mm
T1-Story3
DL+LL+WIND+Y
Y
64.9
51.6
T1-Story2
DL+LL+WIND+Y
Y
0
0
T1-Story1
DL+LL+WIND+Y
Y
13.6
13.4
1.015154
T1-Base
DL+LL+WIND+Y
Y
0.5
0.5
1.058395
Ratio 1.256319
T1-Strap
DL+LL+WIND+Y
Y
0
0
T1-Foundation
DL+LL+WIND+Y
Y
0
0
T1-Story5
DL+WIND+Y
Y
0
0
T1-Story4
DL+WIND+Y
Y
0
0
T1-Story3
DL+WIND+Y
Y
61.6
51.4
T1-Story2
DL+WIND+Y
Y
0
0
T1-Story1
DL+WIND+Y
Y
13.6
13.4
1.013275
T1-Base
DL+WIND+Y
Y
0.5
0.5
1.043729
1.198368
T1-Strap
DL+WIND+Y
Y
0
0
T1-Foundation
DL+WIND+Y
Y
0
0
T1-Story5
0.7DL+WIND+Y
Y
0
0
T1-Story4
0.7DL+WIND+Y
Y
0
0
T1-Story3
0.7DL+WIND+Y
Y
59.9
51.4
T1-Story2
0.7DL+WIND+Y
Y
0
0
T1-Story1
0.7DL+WIND+Y
Y
13.6
13.4
1.01292 1.036876
1.16681
T1-Base
0.7DL+WIND+Y
Y
0.5
0.5
T1-Strap
0.7DL+WIND+Y
Y
0
0
T1-Foundation
0.7DL+WIND+Y
Y
0
0
T1-Story5
DL+LL+EQ+X Max
Y
0
0
T1-Story4
DL+LL+EQ+X Max
Y
0
0
T1-Story3
DL+LL+EQ+X Max
X
62.2
51.7
T1-Story2
DL+LL+EQ+X Max
Y
0
0
T1-Story1
DL+LL+EQ+X Max
X
13.5
13.4
1.008842 1.034892
1.203506
T1-Base
DL+LL+EQ+X Max
X
0.5
0.5
T1-Strap
DL+LL+EQ+X Max
Y
0
0
T1-Foundation
DL+LL+EQ+X Max
Y
0
0
T1-Story5
DL+LL+EQ+X Min
Y
0
0
T1-Story4
DL+LL+EQ+X Min
Y
0
0
T1-Story3
DL+LL+EQ+X Min
X
62.2
51.7
T1-Story2
DL+LL+EQ+X Min
Y
0
0
T1-Story1
DL+LL+EQ+X Min
X
13.5
13.4
1.008842
T1-Base
DL+LL+EQ+X Min
X
0.5
0.5
1.034892
T1-Strap
DL+LL+EQ+X Min
Y
0
0
1.203506
T1-Foundation
DL+LL+EQ+X Min
Y
0
0
T1-Story5
DL+LL-EQ+X Max
Y
0
0
T1-Story4
DL+LL-EQ+X Max
Y
0
0
T1-Story3
DL+LL-EQ+X Max
X
61.4
51.2
T1-Story2
DL+LL-EQ+X Max
Y
0
0
T1-Story1
DL+LL-EQ+X Max
X
13.6
13.5
1.004768
T1-Base
DL+LL-EQ+X Max
X
0.5
0.5
1.048249
1.199303
T1-Strap
DL+LL-EQ+X Max
Y
0
0
T1-Foundation
DL+LL-EQ+X Max
Y
0
0
T1-Story5
DL+LL-EQ+X Min
Y
0
0
T1-Story4
DL+LL-EQ+X Min
Y
0
0
T1-Story3
DL+LL-EQ+X Min
X
61.4
51.2
T1-Story2
DL+LL-EQ+X Min
Y
0
0
T1-Story1
DL+LL-EQ+X Min
X
13.6
13.5
1.004768
T1-Base
DL+LL-EQ+X Min
X
0.5
0.5
1.048249
T1-Strap
DL+LL-EQ+X Min
Y
0
0
T1-Foundation
DL+LL-EQ+X Min
Y
0
0
T1-Story5
DL+LL+EQ+Y Max
Y
0
0
Page 42 of 122
1.199303
Analysis Results
9/19/2015
Story
Load Case/Combo
Direction
Maximum Average mm mm
T1-Story4
DL+LL+EQ+Y Max
Y
0
0
T1-Story3
DL+LL+EQ+Y Max
Y
48.9
38.9
T1-Story2
DL+LL+EQ+Y Max
Y
0
0
T1-Story1
DL+LL+EQ+Y Max
Y
12.9
12.4
1.040753 1.050338
Ratio
1.257477
T1-Base
DL+LL+EQ+Y Max
Y
0.5
0.5
T1-Strap
DL+LL+EQ+Y Max
Y
0
0
T1-Foundation
DL+LL+EQ+Y Max
Y
0
0
T1-Story5
DL+LL+EQ+Y Min
Y
0
0
T1-Story4
DL+LL+EQ+Y Min
Y
0
0
T1-Story3
DL+LL+EQ+Y Min
Y
48.9
38.9
T1-Story2
DL+LL+EQ+Y Min
Y
0
0
T1-Story1
DL+LL+EQ+Y Min
Y
12.9
12.4
1.040753 1.050338
T1-Base
DL+LL+EQ+Y Min
Y
0.5
0.5
T1-Strap
DL+LL+EQ+Y Min
Y
0
0
1.257477
T1-Foundation
DL+LL+EQ+Y Min
Y
0
0
T1-Story5
DL+LL-EQ+Y Max
Y
0
0
T1-Story4
DL+LL-EQ+Y Max
Y
0
0
T1-Story3
DL+LL-EQ+Y Max
Y
48.1
38.2
T1-Story2
DL+LL-EQ+Y Max
Y
0
0
T1-Story1
DL+LL-EQ+Y Max
Y
12.7
12.3
1.034303
T1-Base
DL+LL-EQ+Y Max
Y
0.5
0.5
1.04743
T1-Strap
DL+LL-EQ+Y Max
Y
0
0
T1-Foundation
DL+LL-EQ+Y Max
Y
0
0
T1-Story5
DL+LL-EQ+Y Min
Y
0
0
T1-Story4
DL+LL-EQ+Y Min
Y
0
0
T1-Story3
DL+LL-EQ+Y Min
Y
48.1
38.2
T1-Story2
DL+LL-EQ+Y Min
Y
0
0
T1-Story1
DL+LL-EQ+Y Min
Y
12.7
12.3
1.034303
T1-Base
DL+LL-EQ+Y Min
Y
0.5
0.5
1.04743
1.257592
1.257592
T1-Strap
DL+LL-EQ+Y Min
Y
0
0
T1-Foundation
DL+LL-EQ+Y Min
Y
0
0
T1-Story5
DL+EQ+X Max
Y
0
0
T1-Story4
DL+EQ+X Max
Y
0
0
T1-Story3
DL+EQ+X Max
X
61.8
52.8
T1-Story2
DL+EQ+X Max
Y
0
0
T1-Story1
DL+EQ+X Max
X
13.5
13.4
1.007582
T1-Base
DL+EQ+X Max
X
0.5
0.5
1.028988
1.171007
T1-Strap
DL+EQ+X Max
Y
0
0
T1-Foundation
DL+EQ+X Max
Y
0
0
T1-Story5
DL+EQ+X Min
Y
0
0
T1-Story4
DL+EQ+X Min
Y
0
0
T1-Story3
DL+EQ+X Min
X
61.8
52.8
T1-Story2
DL+EQ+X Min
Y
0
0
T1-Story1
DL+EQ+X Min
X
13.5
13.4
1.007582 1.028988
1.171007
T1-Base
DL+EQ+X Min
X
0.5
0.5
T1-Strap
DL+EQ+X Min
Y
0
0
T1-Foundation
DL+EQ+X Min
Y
0
0
T1-Story5
DL-EQ+X Max
Y
0
0
T1-Story4
DL-EQ+X Max
Y
0
0
T1-Story3
DL-EQ+X Max
X
61.5
52.7
T1-Story2
DL-EQ+X Max
Y
0
0
T1-Story1
DL-EQ+X Max
X
13.6
13.5
1.006011 1.046273
T1-Base
DL-EQ+X Max
X
0.5
0.5
T1-Strap
DL-EQ+X Max
Y
0
0
T1-Foundation
DL-EQ+X Max
Y
0
0
Page 43 of 122
1.167124
Analysis Results
9/19/2015
Story
Load Case/Combo
Direction
Maximum Average mm mm
T1-Story5
DL-EQ+X Min
Y
0
0
T1-Story4
DL-EQ+X Min
Y
0
0
T1-Story3
DL-EQ+X Min
X
61.5
52.7
T1-Story2
DL-EQ+X Min
Y
0
0
T1-Story1
DL-EQ+X Min
X
13.6
13.5
1.006011
T1-Base
DL-EQ+X Min
X
0.5
0.5
1.046273
T1-Strap
DL-EQ+X Min
Y
0
0
Ratio
1.167124
T1-Foundation
DL-EQ+X Min
Y
0
0
T1-Story5
DL+EQ+Y Max
Y
0
0
T1-Story4
DL+EQ+Y Max
Y
0
0
T1-Story3
DL+EQ+Y Max
Y
45.6
38.4
T1-Story2
DL+EQ+Y Max
Y
0
0
T1-Story1
DL+EQ+Y Max
Y
12.9
12.4
1.038785
T1-Base
DL+EQ+Y Max
Y
0.5
0.5
1.034838
1.189052
T1-Strap
DL+EQ+Y Max
Y
0
0
T1-Foundation
DL+EQ+Y Max
Y
0
0
T1-Story5
DL+EQ+Y Min
Y
0
0
T1-Story4
DL+EQ+Y Min
Y
0
0
T1-Story3
DL+EQ+Y Min
Y
45.6
38.4
T1-Story2
DL+EQ+Y Min
Y
0
0
T1-Story1
DL+EQ+Y Min
Y
12.9
12.4
1.038785
T1-Base
DL+EQ+Y Min
Y
0.5
0.5
1.034838
1.189052
T1-Strap
DL+EQ+Y Min
Y
0
0
T1-Foundation
DL+EQ+Y Min
Y
0
0
T1-Story5
DL-EQ+Y Max
Y
0
0
T1-Story4
DL-EQ+Y Max
Y
0
0
T1-Story3
DL-EQ+Y Max
Y
45.4
38.3
T1-Story2
DL-EQ+Y Max
Y
0
0
T1-Story1
DL-EQ+Y Max
Y
12.8
12.4
1.036294 1.030477
1.185125
T1-Base
DL-EQ+Y Max
Y
0.5
0.5
T1-Strap
DL-EQ+Y Max
Y
0
0
T1-Foundation
DL-EQ+Y Max
Y
0
0
T1-Story5
DL-EQ+Y Min
Y
0
0
T1-Story4
DL-EQ+Y Min
Y
0
0
T1-Story3
DL-EQ+Y Min
Y
45.4
38.3
T1-Story2
DL-EQ+Y Min
Y
0
0
T1-Story1
DL-EQ+Y Min
Y
12.8
12.4
1.036294 1.030477
T1-Base
DL-EQ+Y Min
Y
0.5
0.5
T1-Strap
DL-EQ+Y Min
Y
0
0
1.185125
T1-Foundation
DL-EQ+Y Min
Y
0
0
T1-Story5
0.7DL+WIND-Y
Y
0
0
T1-Story4
0.7DL+WIND-Y
Y
0
0
T1-Story3
0.7DL+WIND-Y
Y
59
51.6
T1-Story2
0.7DL+WIND-Y
Y
0
0
T1-Story1
0.7DL+WIND-Y
Y
14.2
13.6
1.039298
T1-Base
0.7DL+WIND-Y
Y
0.5
0.5
1.025596
T1-Strap
0.7DL+WIND-Y
Y
0
0
1.143957
T1-Foundation
0.7DL+WIND-Y
Y
0
0
T1-Story5
DL+LL+WIND-Y
Y
0
0
T1-Story4
DL+LL+WIND-Y
Y
0
0
T1-Story3
DL+LL+WIND-Y
Y
63
52.5
T1-Story2
DL+LL+WIND-Y
Y
0
0
T1-Story1
DL+LL+WIND-Y
Y
14.1
13.6
1.037163
T1-Base
DL+LL+WIND-Y
Y
0.5
0.5
1.049541
T1-Strap
DL+LL+WIND-Y
Y
0
0
Page 44 of 122
1.200655
Analysis Results
9/19/2015
Story
Load Case/Combo
Direction
Maximum Average mm mm
T1-Foundation
DL+LL+WIND-Y
Y
0
0
T1-Story5
DL+WIND-Y
Y
0
0
T1-Story4
DL+WIND-Y
Y
0
0
T1-Story3
DL+WIND-Y
Y
60.3
52.1
T1-Story2
DL+WIND-Y
Y
0
0
T1-Story1
DL+WIND-Y
Y
14.2
13.6
1.03896
T1-Base
DL+WIND-Y
Y
0.5
0.5
1.032583
T1-Strap
DL+WIND-Y
Y
0
0
T1-Foundation
DL+WIND-Y
Y
0
0
T3-GF Slab
Dead
Y
0
0
T3-Plinth
Dead
Y
0
0
T3-Strap
Dead
Y
0
0
T3-Base
Dead
Y
0
0
T3-GF Slab
Live
Y
0
0
T3-Plinth
Live
Y
0
0
T3-Strap
Live
Y
0
0
T3-Base
Live
Y
0
0
T3-GF Slab
EQ+X 1
Y
0
0
T3-Plinth
EQ+X 1
Y
0
0
T3-Strap
EQ+X 1
Y
0
0
T3-Base
EQ+X 1
Y
0
0
T3-GF Slab
EQ+X 2
Y
0
0
T3-Plinth
EQ+X 2
Y
0
0
T3-Strap
EQ+X 2
Y
0
0
T3-Base
EQ+X 2
Y
0
0
T3-GF Slab
EQ+X 3
Y
0
0
T3-Plinth
EQ+X 3
Y
0
0
T3-Strap
EQ+X 3
Y
0
0
T3-Base
EQ+X 3
Y
0
0
T3-GF Slab
EQ+Y 1
Y
0
0
T3-Plinth
EQ+Y 1
Y
0
0
T3-Strap
EQ+Y 1
Y
0
0
T3-Base
EQ+Y 1
Y
0
0
T3-GF Slab
EQ+Y 2
Y
0
0
T3-Plinth
EQ+Y 2
Y
0
0
T3-Strap
EQ+Y 2
Y
0
0
T3-Base
EQ+Y 2
Y
0
0
T3-GF Slab
EQ+Y 3
Y
0
0
T3-Plinth
EQ+Y 3
Y
0
0
T3-Strap
EQ+Y 3
Y
0
0
T3-Base
EQ+Y 3
Y
0
0
T3-GF Slab
Wind+Y
Y
0
0
T3-Plinth
Wind+Y
Y
0
0
T3-Strap
Wind+Y
Y
0
0
T3-Base
Wind+Y
Y
0
0
T3-GF Slab
Wind-Y
Y
0
0
T3-Plinth
Wind-Y
Y
0
0
T3-Strap
Wind-Y
Y
0
0
T3-Base
Wind-Y
Y
0
0
T3-GF Slab
1.5[DL+LL]
Y
0
0
T3-Plinth
1.5[DL+LL]
Y
0
0
T3-Strap
1.5[DL+LL]
Y
0
0
T3-Base
1.5[DL+LL]
Y
0
0
T3-GF Slab
DL+LL+WIND+Y
Y
0
0
T3-Plinth
DL+LL+WIND+Y
Y
0
0
Page 45 of 122
Ratio
1.157194
Analysis Results
9/19/2015
Story
Load Case/Combo
Direction
Maximum Average mm mm
T3-Strap
DL+LL+WIND+Y
Y
0
0
T3-Base
DL+LL+WIND+Y
Y
0
0
T3-GF Slab
DL+WIND+Y
Y
0
0
T3-Plinth
DL+WIND+Y
Y
0
0
T3-Strap
DL+WIND+Y
Y
0
0
T3-Base
DL+WIND+Y
Y
0
0
T3-GF Slab
0.7DL+WIND+Y
Y
0
0
T3-Plinth
0.7DL+WIND+Y
Y
0
0
T3-Strap
0.7DL+WIND+Y
Y
0
0
T3-Base
0.7DL+WIND+Y
Y
0
0
T3-GF Slab
DL+LL+EQ+X Max
Y
0
0
T3-Plinth
DL+LL+EQ+X Max
Y
0
0
T3-Strap
DL+LL+EQ+X Max
Y
0
0
T3-Base
DL+LL+EQ+X Max
Y
0
0
T3-GF Slab
DL+LL+EQ+X Min
Y
0
0
T3-Plinth
DL+LL+EQ+X Min
Y
0
0
T3-Strap
DL+LL+EQ+X Min
Y
0
0
T3-Base
DL+LL+EQ+X Min
Y
0
0
T3-GF Slab
DL+LL-EQ+X Max
Y
0
0
T3-Plinth
DL+LL-EQ+X Max
Y
0
0
T3-Strap
DL+LL-EQ+X Max
Y
0
0
T3-Base
DL+LL-EQ+X Max
Y
0
0
T3-GF Slab
DL+LL-EQ+X Min
Y
0
0
T3-Plinth
DL+LL-EQ+X Min
Y
0
0
T3-Strap
DL+LL-EQ+X Min
Y
0
0
T3-Base
DL+LL-EQ+X Min
Y
0
0
T3-GF Slab
DL+LL+EQ+Y Max
Y
0
0
T3-Plinth
DL+LL+EQ+Y Max
Y
0
0
T3-Strap
DL+LL+EQ+Y Max
Y
0
0
T3-Base
DL+LL+EQ+Y Max
Y
0
0
T3-GF Slab
DL+LL+EQ+Y Min
Y
0
0
T3-Plinth
DL+LL+EQ+Y Min
Y
0
0
T3-Strap
DL+LL+EQ+Y Min
Y
0
0
T3-Base
DL+LL+EQ+Y Min
Y
0
0
T3-GF Slab
DL+LL-EQ+Y Max
Y
0
0
T3-Plinth
DL+LL-EQ+Y Max
Y
0
0
T3-Strap
DL+LL-EQ+Y Max
Y
0
0
T3-Base
DL+LL-EQ+Y Max
Y
0
0
T3-GF Slab
DL+LL-EQ+Y Min
Y
0
0
T3-Plinth
DL+LL-EQ+Y Min
Y
0
0
T3-Strap
DL+LL-EQ+Y Min
Y
0
0
T3-Base
DL+LL-EQ+Y Min
Y
0
0
T3-GF Slab
DL+EQ+X Max
Y
0
0
T3-Plinth
DL+EQ+X Max
Y
0
0
T3-Strap
DL+EQ+X Max
Y
0
0
T3-Base
DL+EQ+X Max
Y
0
0
T3-GF Slab
DL+EQ+X Min
Y
0
0
T3-Plinth
DL+EQ+X Min
Y
0
0
T3-Strap
DL+EQ+X Min
Y
0
0
T3-Base
DL+EQ+X Min
Y
0
0
T3-GF Slab
DL-EQ+X Max
Y
0
0
T3-Plinth
DL-EQ+X Max
Y
0
0
T3-Strap
DL-EQ+X Max
Y
0
0
T3-Base
DL-EQ+X Max
Y
0
0
T3-GF Slab
DL-EQ+X Min
Y
0
0
Page 46 of 122
Ratio
Analysis Results
9/19/2015
Story
Load Case/Combo
Direction
Maximum Average mm mm
T3-Plinth
DL-EQ+X Min
Y
0
0
T3-Strap
DL-EQ+X Min
Y
0
0
T3-Base
DL-EQ+X Min
Y
0
0
T3-GF Slab
DL+EQ+Y Max
Y
0
0
T3-Plinth
DL+EQ+Y Max
Y
0
0
T3-Strap
DL+EQ+Y Max
Y
0
0
T3-Base
DL+EQ+Y Max
Y
0
0
T3-GF Slab
DL+EQ+Y Min
Y
0
0
T3-Plinth
DL+EQ+Y Min
Y
0
0
T3-Strap
DL+EQ+Y Min
Y
0
0
T3-Base
DL+EQ+Y Min
Y
0
0
T3-GF Slab
DL-EQ+Y Max
Y
0
0
T3-Plinth
DL-EQ+Y Max
Y
0
0
T3-Strap
DL-EQ+Y Max
Y
0
0
T3-Base
DL-EQ+Y Max
Y
0
0
T3-GF Slab
DL-EQ+Y Min
Y
0
0
T3-Plinth
DL-EQ+Y Min
Y
0
0
T3-Strap
DL-EQ+Y Min
Y
0
0
T3-Base
DL-EQ+Y Min
Y
0
0
T3-GF Slab
0.7DL+WIND-Y
Y
0
0
T3-Plinth
0.7DL+WIND-Y
Y
0
0
T3-Strap
0.7DL+WIND-Y
Y
0
0
T3-Base
0.7DL+WIND-Y
Y
0
0
T3-GF Slab
DL+LL+WIND-Y
Y
0
0
T3-Plinth
DL+LL+WIND-Y
Y
0
0
T3-Strap
DL+LL+WIND-Y
Y
0
0
T3-Base
DL+LL+WIND-Y
Y
0
0
T3-GF Slab
DL+WIND-Y
Y
0
0
T3-Plinth
DL+WIND-Y
Y
0
0
T3-Strap
DL+WIND-Y
Y
0
0
T3-Base
DL+WIND-Y
Y
0
0
Ratio
Table 5.5 - Story Drifts Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Story5
Dead
21
Max Drift X
0.000295
0
8.84
13.324
T1-Story5
Dead
27
Max Drift Y
4.2E-05
27.432
8.84
13.324
T1-Story5
Live
27
Max Drift X
0.001016
27.432
8.84
13.324
T1-Story5
Live
27
Max Drift Y
2.4E-05
27.432
8.84
13.324
T1-Story5
EQ+X 1
27
Max Drift X
0.010021
27.432
8.84
13.324
T1-Story5
EQ+X 1
27
Max Drift Y
2E-06
27.432
8.84
13.324
T1-Story5
EQ+X 2
27
Max Drift X
0.010021
27.432
8.84
13.324
T1-Story5
EQ+X 2
27
Max Drift Y
2E-06
27.432
8.84
13.324
T1-Story5
EQ+X 3
27
Max Drift X
0.010021
27.432
8.84
13.324
T1-Story5
EQ+X 3
27
Max Drift Y
2E-06
27.432
8.84
13.324
T1-Story5
EQ+Y 1
27
Max Drift X
4.3E-05
27.432
8.84
13.324
T1-Story5
EQ+Y 1
21
Max Drift Y
1.4E-05
0
8.84
13.324
T1-Story5
EQ+Y 2
27
Max Drift X
4.3E-05
27.432
8.84
13.324
T1-Story5
EQ+Y 2
21
Max Drift Y
1.4E-05
0
8.84
13.324
T1-Story5
EQ+Y 3
27
Max Drift X
4.3E-05
27.432
8.84
13.324
T1-Story5
EQ+Y 3
21
Max Drift Y
1.4E-05
0
8.84
13.324
T1-Story5
Wind+Y
21
Max Drift X
8E-05
0
8.84
13.324
T1-Story5
Wind+Y
27
Max Drift Y
0.000121
27.432
8.84
13.324
T1-Story5
Wind-Y
27
Max Drift X
3.7E-05
27.432
8.84
13.324
Page 47 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Story5
Wind-Y
27
Max Drift Y
9.8E-05
27.432
8.84
13.324
T1-Story5
1.5[DL+LL]
27
Max Drift X
0.001953
27.432
8.84
13.324
T1-Story5
1.5[DL+LL]
27
Max Drift Y
9.9E-05
27.432
8.84
13.324
T1-Story5
DL+LL+WIND+Y
27
Max Drift X
0.001343
27.432
8.84
13.324
T1-Story5
DL+LL+WIND+Y
27
Max Drift Y
0.000187
27.432
8.84
13.324
T1-Story5
DL+WIND+Y
21
Max Drift X
0.000375
0
8.84
13.324
T1-Story5
DL+WIND+Y
27
Max Drift Y
0.000163
27.432
8.84
13.324
T1-Story5
0.7DL+WIND+Y
21
Max Drift X
0.000286
0
8.84
13.324
T1-Story5
0.7DL+WIND+Y
27
Max Drift Y
0.000151
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+X Max
27
Max Drift X
0.011323
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+X Max
27
Max Drift Y
6.4E-05
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+X Min
27
Max Drift X
0.011323
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+X Min
27
Max Drift Y
6.4E-05
27.432
8.84
13.324
T1-Story5
DL+LL-EQ+X Max
21
Max Drift X
0.010698
0
8.84
13.324
T1-Story5
DL+LL-EQ+X Max
27
Max Drift Y
6.7E-05
27.432
8.84
13.324
T1-Story5
DL+LL-EQ+X Min
21
Max Drift X
0.010698
0
8.84
13.324
T1-Story5
DL+LL-EQ+X Min
27
Max Drift Y
6.7E-05
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+Y Max
27
Max Drift X
0.001345
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+Y Max
27
Max Drift Y
7.9E-05
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+Y Min
27
Max Drift X
0.001345
27.432
8.84
13.324
T1-Story5
DL+LL+EQ+Y Min
27
Max Drift Y
7.9E-05
27.432
8.84
13.324
T1-Story5
DL+LL-EQ+Y Max
27
Max Drift X
0.001259
27.432
8.84
13.324
T1-Story5
DL+LL-EQ+Y Max
27
Max Drift Y
5.2E-05
27.432
8.84
13.324
T1-Story5
DL+LL-EQ+Y Min
27
Max Drift X
0.001259
27.432
8.84
13.324
T1-Story5
DL+LL-EQ+Y Min
27
Max Drift Y
5.2E-05
27.432
8.84
13.324
T1-Story5
DL+EQ+X Max
27
Max Drift X
0.010307
27.432
8.84
13.324
T1-Story5
DL+EQ+X Max
27
Max Drift Y
4E-05
27.432
8.84
13.324
T1-Story5
DL+EQ+X Min
27
Max Drift X
0.010307
27.432
8.84
13.324
T1-Story5
DL+EQ+X Min
27
Max Drift Y
4E-05
27.432
8.84
13.324
T1-Story5
DL-EQ+X Max
21
Max Drift X
0.009839
0
8.84
13.324
T1-Story5
DL-EQ+X Max
27
Max Drift Y
4.4E-05
27.432
8.84
13.324
T1-Story5
DL-EQ+X Min
21
Max Drift X
0.009839
0
8.84
13.324
T1-Story5
DL-EQ+X Min
27
Max Drift Y
4.4E-05
27.432
8.84
13.324
T1-Story5
DL+EQ+Y Max
27
Max Drift X
0.000329
27.432
8.84
13.324
T1-Story5
DL+EQ+Y Max
27
Max Drift Y
5.5E-05
27.432
8.84
13.324
T1-Story5
DL+EQ+Y Min
27
Max Drift X
0.000329
27.432
8.84
13.324
T1-Story5
DL+EQ+Y Min
27
Max Drift Y
5.5E-05
27.432
8.84
13.324
T1-Story5
DL-EQ+Y Max
21
Max Drift X
0.000289
0
8.84
13.324
T1-Story5
DL-EQ+Y Max
27
Max Drift Y
2.8E-05
27.432
8.84
13.324
T1-Story5
DL-EQ+Y Min
21
Max Drift X
0.000289
0
8.84
13.324
T1-Story5
DL-EQ+Y Min
27
Max Drift Y
2.8E-05
27.432
8.84
13.324
T1-Story5
0.7DL+WIND-Y
21
Max Drift X
0.000207
0
8.84
13.324
T1-Story5
0.7DL+WIND-Y
21
Max Drift Y
8.2E-05
0
8.84
13.324
T1-Story5
DL+LL+WIND-Y
27
Max Drift X
0.001265
27.432
8.84
13.324
T1-Story5
DL+LL+WIND-Y
21
Max Drift Y
8.2E-05
0
8.84
13.324
T1-Story5
DL+WIND-Y
21
Max Drift X
0.000296
0
8.84
13.324
T1-Story5
DL+WIND-Y
21
Max Drift Y
8.3E-05
0
8.84
13.324
T1-Story4
Dead
28
Max Drift X
0.000566
0
4.42
11.692
T1-Story4
Dead
34
Max Drift Y
0.000143
27.432
4.42
11.692
T1-Story4
Live
27
Max Drift X
0.000751
27.432
8.84
11.692
T1-Story4
Live
34
Max Drift Y
9.2E-05
27.432
4.42
11.692
T1-Story4
EQ+X 1
13
Max Drift X
0.011315
0
13.26
11.692
T1-Story4
EQ+X 1
20
Max Drift Y
2.7E-05
27.432
13.26
11.692
T1-Story4
EQ+X 2
13
Max Drift X
0.011315
0
13.26
11.692
T1-Story4
EQ+X 2
20
Max Drift Y
2.7E-05
27.432
13.26
11.692
Page 48 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Story4
EQ+X 3
13
Max Drift X
0.011315
0
13.26
11.692
T1-Story4
EQ+X 3
20
Max Drift Y
2.7E-05
27.432
13.26
11.692
T1-Story4
EQ+Y 1
13
Max Drift X
0.000309
0
13.26
11.692
T1-Story4
EQ+Y 1
21
Max Drift Y
0.000139
0
8.84
11.692
T1-Story4
EQ+Y 2
13
Max Drift X
0.000309
0
13.26
11.692
T1-Story4
EQ+Y 2
21
Max Drift Y
0.000139
0
8.84
11.692
T1-Story4
EQ+Y 3
13
Max Drift X
0.000309
0
13.26
11.692
T1-Story4
EQ+Y 3
21
Max Drift Y
0.000139
0
8.84
11.692
T1-Story4
Wind+Y
13
Max Drift X
0.000659
0
13.26
11.692
T1-Story4
Wind+Y
27
Max Drift Y
0.000359
27.432
8.84
11.692
T1-Story4
Wind-Y
13
Max Drift X
0.000376
0
13.26
11.692
T1-Story4
Wind-Y
27
Max Drift Y
0.000287
27.432
8.84
11.692
T1-Story4
1.5[DL+LL]
27
Max Drift X
0.001606
27.432
8.84
11.692
T1-Story4
1.5[DL+LL]
34
Max Drift Y
0.000352
27.432
4.42
11.692
T1-Story4
DL+LL+WIND+Y
13
Max Drift X
0.001209
0
13.26
11.692
T1-Story4
DL+LL+WIND+Y
27
Max Drift Y
0.000563
27.432
8.84
11.692
T1-Story4
DL+WIND+Y
13
Max Drift X
0.00121
0
13.26
11.692
T1-Story4
DL+WIND+Y
27
Max Drift Y
0.000489
27.432
8.84
11.692
T1-Story4
0.7DL+WIND+Y
13
Max Drift X
0.001045
0
13.26
11.692
T1-Story4
0.7DL+WIND+Y
27
Max Drift Y
0.00045
27.432
8.84
11.692
T1-Story4
DL+LL+EQ+X Max
13
Max Drift X
0.011865
0
13.26
11.692
T1-Story4
DL+LL+EQ+X Max
34
Max Drift Y
0.000257
27.432
4.42
11.692
T1-Story4
DL+LL+EQ+X Min
13
Max Drift X
0.011865
0
13.26
11.692
T1-Story4
DL+LL+EQ+X Min
34
Max Drift Y
0.000257
27.432
4.42
11.692
T1-Story4
DL+LL-EQ+X Max
20
Max Drift X
0.011589
27.432
13.26
11.692
T1-Story4
DL+LL-EQ+X Max
34
Max Drift Y
0.000213
27.432
4.42
11.692
T1-Story4
DL+LL-EQ+X Min
20
Max Drift X
0.011589
27.432
13.26
11.692
T1-Story4
DL+LL-EQ+X Min
34
Max Drift Y
0.000213
27.432
4.42
11.692
T1-Story4
DL+LL+EQ+Y Max
27
Max Drift X
0.001073
27.432
8.84
11.692
T1-Story4
DL+LL+EQ+Y Max
34
Max Drift Y
0.000336
27.432
4.42
11.692
T1-Story4
DL+LL+EQ+Y Min
27
Max Drift X
0.001073
27.432
8.84
11.692
T1-Story4
DL+LL+EQ+Y Min
34
Max Drift Y
0.000336
27.432
4.42
11.692
T1-Story4
DL+LL-EQ+Y Max
27
Max Drift X
0.001068
27.432
8.84
11.692
T1-Story4
DL+LL-EQ+Y Max
13
Max Drift Y
0.000177
0
13.26
11.692
T1-Story4
DL+LL-EQ+Y Min
27
Max Drift X
0.001068
27.432
8.84
11.692
T1-Story4
DL+LL-EQ+Y Min
13
Max Drift Y
0.000177
0
13.26
11.692
T1-Story4
DL+EQ+X Max
13
Max Drift X
0.011866
0
13.26
11.692
T1-Story4
DL+EQ+X Max
34
Max Drift Y
0.000164
27.432
4.42
11.692
T1-Story4
DL+EQ+X Min
13
Max Drift X
0.011866
0
13.26
11.692
T1-Story4
DL+EQ+X Min
34
Max Drift Y
0.000164
27.432
4.42
11.692
T1-Story4
DL-EQ+X Max
20
Max Drift X
0.011757
27.432
13.26
11.692
T1-Story4
DL-EQ+X Max
27
Max Drift Y
0.000134
27.432
8.84
11.692
T1-Story4
DL-EQ+X Min
20
Max Drift X
0.011757
27.432
13.26
11.692
T1-Story4
DL-EQ+X Min
27
Max Drift Y
0.000134
27.432
8.84
11.692
T1-Story4
DL+EQ+Y Max
13
Max Drift X
0.000861
0
13.26
11.692
T1-Story4
DL+EQ+Y Max
27
Max Drift Y
0.000251
27.432
8.84
11.692
T1-Story4
DL+EQ+Y Min
13
Max Drift X
0.000861
0
13.26
11.692
T1-Story4
DL+EQ+Y Min
27
Max Drift Y
0.000251
27.432
8.84
11.692
T1-Story4
DL-EQ+Y Max
28
Max Drift X
0.000851
0
4.42
11.692
T1-Story4
DL-EQ+Y Max
13
Max Drift Y
0.000149
0
13.26
11.692
T1-Story4
DL-EQ+Y Min
28
Max Drift X
0.000851
0
4.42
11.692
T1-Story4
DL-EQ+Y Min
13
Max Drift Y
0.000149
0
13.26
11.692
T1-Story4
0.7DL+WIND-Y
28
Max Drift X
0.000751
0
4.42
11.692
T1-Story4
0.7DL+WIND-Y
21
Max Drift Y
0.000278
0
8.84
11.692
T1-Story4
DL+LL+WIND-Y
27
Max Drift X
0.001065
27.432
8.84
11.692
Page 49 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Story4
DL+LL+WIND-Y
13
Max Drift Y
0.000305
0
13.26
11.692
T1-Story4
DL+WIND-Y
28
Max Drift X
0.000921
0
4.42
11.692
T1-Story4
DL+WIND-Y
21
Max Drift Y
0.000277
0
8.84
11.692
T1-Story3
Dead
21
Max Drift X
0.000349
0
8.84
10.085
T1-Story3
Dead
9
Max Drift Y
0.001514
13.716
17.68
10.085
T1-Story3
Live
21
Max Drift X
0.000723
0
8.84
10.085
T1-Story3
Live
9
Max Drift Y
0.000877
13.716
17.68
10.085
T1-Story3
EQ+X 1
20
Max Drift X
0.011522
27.432
13.26
10.085
T1-Story3
EQ+X 1
1
Max Drift Y
0.000112
0
0
10.085
T1-Story3
EQ+X 2
20
Max Drift X
0.011522
27.432
13.26
10.085
T1-Story3
EQ+X 2
1
Max Drift Y
0.000112
0
0
10.085
T1-Story3
EQ+X 3
20
Max Drift X
0.011522
27.432
13.26
10.085
T1-Story3
EQ+X 3
1
Max Drift Y
0.000112
0
0
10.085
T1-Story3
EQ+Y 1
20
Max Drift X
0.000294
27.432
13.26
10.085
T1-Story3
EQ+Y 1
1
Max Drift Y
0.006862
0
0
10.085
T1-Story3
EQ+Y 2
20
Max Drift X
0.000294
27.432
13.26
10.085
T1-Story3
EQ+Y 2
1
Max Drift Y
0.006862
0
0
10.085
T1-Story3
EQ+Y 3
20
Max Drift X
0.000294
27.432
13.26
10.085
T1-Story3
EQ+Y 3
1
Max Drift Y
0.006862
0
0
10.085
T1-Story3
Wind+Y
20
Max Drift X
0.000487
27.432
13.26
10.085
T1-Story3
Wind+Y
8
Max Drift Y
0.010427
9.144
17.68
10.085
T1-Story3
Wind-Y
20
Max Drift X
0.000395
27.432
13.26
10.085
T1-Story3
Wind-Y
1
Max Drift Y
0.010662
0
0
10.085
T1-Story3
1.5[DL+LL]
21
Max Drift X
0.001607
0
8.84
10.085
T1-Story3
1.5[DL+LL]
9
Max Drift Y
0.003587
13.716
17.68
10.085
T1-Story3
DL+LL+WIND+Y
21
Max Drift X
0.001147
0
8.84
10.085
T1-Story3
DL+LL+WIND+Y
9
Max Drift Y
0.012592
13.716
17.68
10.085
T1-Story3
DL+WIND+Y
20
Max Drift X
0.000789
27.432
13.26
10.085
T1-Story3
DL+WIND+Y
8
Max Drift Y
0.011788
9.144
17.68
10.085
T1-Story3
0.7DL+WIND+Y
20
Max Drift X
0.000699
27.432
13.26
10.085
T1-Story3
0.7DL+WIND+Y
8
Max Drift Y
0.011379
9.144
17.68
10.085
T1-Story3
DL+LL+EQ+X Max
20
Max Drift X
0 .011934
27.432
13.26
10.085
T1-Story3
DL+LL+EQ+X Max
9
Max Drift Y
0.002401
13.716
17.68
10.085
T1-Story3
DL+LL+EQ+X Min
20
Max Drift X
0.011934
27.432
13.26
10.085
T1-Story3
DL+LL+EQ+X Min
9
Max Drift Y
0.002401
13.716
17.68
10.085
T1-Story3
DL+LL-EQ+X Max
13
Max Drift X
0.011711
0
13.26
10.085
T1-Story3
DL+LL-EQ+X Max
9
Max Drift Y
0.002382
13.716
17.68
10.085
T1-Story3
DL+LL-EQ+X Min
13
Max Drift X
0.011711
0
13.26
10.085
T1-Story3
DL+LL-EQ+X Min
9
Max Drift Y
0.002382
13.716
17.68
10.085
T1-Story3
DL+LL+EQ+Y Max
21
Max Drift X
0.001075
0
8.84
10.085
T1-Story3
DL+LL+EQ+Y Max
9
Max Drift Y
0.008898
13.716
17.68
10.085
T1-Story3
DL+LL+EQ+Y Min
21
Max Drift X
0.001075
0
8.84
10.085
T1-Story3
DL+LL+EQ+Y Min
9
Max Drift Y
0.008898
13.716
17.68
10.085
T1-Story3
DL+LL-EQ+Y Max
21
Max Drift X
0.001068
0
8.84
10.085
T1-Story3
DL+LL-EQ+Y Max
2357
Max Drift Y
0.008737
13.716
0
10.085
T1-Story3
DL+LL-EQ+Y Min
21
Max Drift X
0.001068
0
8.84
10.085
T1-Story3
DL+LL-EQ+Y Min
2357
Max Drift Y
0.008737
13.716
0
10.085
T1-Story3
DL+EQ+X Max
20
Max Drift X
0.011824
27.432
13.26
10.085
T1-Story3
DL+EQ+X Max
9
Max Drift Y
0.001524
13.716
17.68
10.085
T1-Story3
DL+EQ+X Min
20
Max Drift X
0.011824
27.432
13.26
10.085
T1-Story3
DL+EQ+X Min
9
Max Drift Y
0.001524
13.716
17.68
10.085
T1-Story3
DL-EQ+X Max
13
Max Drift X
0.011749
0
13.26
10.085
T1-Story3
DL-EQ+X Max
9
Max Drift Y
0.001505
13.716
17.68
10.085
T1-Story3
DL-EQ+X Min
13
Max Drift X
0.011749
0
13.26
10.085
T1-Story3
DL-EQ+X Min
9
Max Drift Y
0.001505
13.716
17.68
10.085
Page 50 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Story3
DL+EQ+Y Max
20
Max Drift X
0.000597
27.432
13.26
10.085
T1-Story3
DL+EQ+Y Max
8
Max Drift Y
0.008097
9.144
17.68
10.085
T1-Story3
DL+EQ+Y Min
20
Max Drift X
0.000597
27.432
13.26
10.085
T1-Story3
DL+EQ+Y Min
8
Max Drift Y
0.008097
9.144
17.68
10.085
T1-Story3
DL-EQ+Y Max
34
Max Drift X
0.000601
27.432
4.42
10.085
T1-Story3
DL-EQ+Y Max
2507
Max Drift Y
0.008045
9.144
0
10.085
T1-Story3
DL-EQ+Y Min
34
Max Drift X
0.000601
27.432
4.42
10.085
T1-Story3
DL-EQ+Y Min
2507
Max Drift Y
0.008045
9.144
0
10.085
T1-Story3
0.7DL+WIND-Y
34
Max Drift X
0.000603
27.432
4.42
10.085
T1-Story3
0.7DL+WIND-Y
37
Max Drift Y
0.011016
4.572
0
10.085
T1-Story3
DL+LL+WIND-Y
21
Max Drift X
0.001067
0
8.84
10.085
T1-Story3
DL+LL+WIND-Y
2507
Max Drift Y
0.012057
9.144
0
10.085
T1-Story3
DL+WIND-Y
34
Max Drift X
0.000701
27.432
4.42
10.085
T1-Story3
DL+WIND-Y
2507
Max Drift Y
0.011382
9.144
0
10.085
T1-Story1
Dead
1
Max Drift X
1.2E-05
0
0
6
T1-Story1
Dead
6
Max Drift Y
1.2E-05
0
17.68
6
T1-Story1
Live
1
Max Drift X
1.7E-05
0
0
6
T1-Story1
Live
6
Max Drift Y
1.6E-05
0
17.68
6
T1-Story1
EQ+X 1
6
Max Drift X
0.003352
0
17.68
6
T1-Story1
EQ+X 1
6
Max Drift Y
3.6E-05
0
17.68
6
T1-Story1
EQ+X 2
6
Max Drift X
0.003352
0
17.68
6
T1-Story1
EQ+X 2
6
Max Drift Y
3.6E-05
0
17.68
6
T1-Story1
EQ+X 3
6
Max Drift X
0.003352
0
17.68
6
T1-Story1
EQ+X 3
6
Max Drift Y
3.6E-05
0
17.68
6
T1-Story1
EQ+Y 1
6
Max Drift X
7.6E-05
0
17.68
6
T1-Story1
EQ+Y 1
6
Max Drift Y
0.003169
0
17.68
6
T1-Story1
EQ+Y 2
6
Max Drift X
7.6E-05
0
17.68
6
T1-Story1
EQ+Y 2
6
Max Drift Y
0.003169
0
17.68
6
T1-Story1
EQ+Y 3
6
Max Drift X
7.6E-05
0
17.68
6
T1-Story1
EQ+Y 3
6
Max Drift Y
0.003169
0
17.68
6
T1-Story1
Wind+Y
37
Max Drift X
2.9E-05
4.572
0
6
T1-Story1
Wind+Y
6
Max Drift Y
0.003356
0
17.68
6
T1-Story1
Wind-Y
6
Max Drift X
9E-05
0
17.68
6
T1-Story1
Wind-Y
6
Max Drift Y
0.003518
0
17.68
6
T1-Story1
1.5[DL+LL]
1
Max Drift X
4.3E-05
0
0
6
T1-Story1
1.5[DL+LL]
6
Max Drift Y
4.2E-05
0
17.68
6
T1-Story1
DL+LL+WIND+Y
1
Max Drift X
5.7E-05
0
0
6
T1-Story1
DL+LL+WIND+Y
6
Max Drift Y
0.003384
0
17.68
6
T1-Story1
DL+WIND+Y
1
Max Drift X
4.1E-05
0
0
6
T1-Story1
DL+WIND+Y
6
Max Drift Y
0.003367
0
17.68
6
T1-Story1
0.7DL+WIND+Y
1
Max Drift X
3.7E-05
0
0
6
T1-Story1
0.7DL+WIND+Y
6
Max Drift Y
0.003364
0
17.68
6
T1-Story1
DL+LL+EQ+X Max
11
Max Drift X
0.003341
22.86
17.68
6
T1-Story1
DL+LL+EQ+X Max
6
Max Drift Y
6.4E-05
0
17.68
6
T1-Story1
DL+LL+EQ+X Min
11
Max Drift X
0.003341
22.86
17.68
6
T1-Story1
DL+LL+EQ+X Min
6
Max Drift Y
6.4E-05
0
17.68
6
T1-Story1
DL+LL-EQ+X Max
6
Max Drift X
0.003366
0
17.68
6
T1-Story1
DL+LL-EQ+X Max
12
Max Drift Y
4.1E-05
27.432
17.68
6
T1-Story1
DL+LL-EQ+X Min
6
Max Drift X
0.003366
0
17.68
6
T1-Story1
DL+LL-EQ+X Min
12
Max Drift Y
4.1E-05
27.432
17.68
6
T1-Story1
DL+LL+EQ+Y Max
1
Max Drift X
0.000105
0
0
6
T1-Story1
DL+LL+EQ+Y Max
6
Max Drift Y
0.003197
0
17.68
6
T1-Story1
DL+LL+EQ+Y Min
1
Max Drift X
0.000105
0
0
6
T1-Story1
DL+LL+EQ+Y Min
6
Max Drift Y
0.003197
0
17.68
6
T1-Story1
DL+LL-EQ+Y Max
6
Max Drift X
9.1E-05
0
17.68
6
Page 51 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Story1
DL+LL-EQ+Y Max
1
Max Drift Y
0.003147
0
0
6
T1-Story1
DL+LL-EQ+Y Min
6
Max Drift X
9.1E-05
0
17.68
6
T1-Story1
DL+LL-EQ+Y Min
1
Max Drift Y
0.003147
0
0
6
T1-Story1
DL+EQ+X Max
12
Max Drift X
0.003348
27.432
17.68
6
T1-Story1
DL+EQ+X Max
6
Max Drift Y
4.8E-05
0
17.68
6
T1-Story1
DL+EQ+X Min
12
Max Drift X
0.003348
27.432
17.68
6
T1-Story1
DL+EQ+X Min
6
Max Drift Y
4.8E-05
0
17.68
6
T1-Story1
DL-EQ+X Max
6
Max Drift X
0.003358
0
17.68
6
T1-Story1
DL-EQ+X Max
12
Max Drift Y
3 .7E-05
27.432
17.68
6
T1-Story1
DL-EQ+X Min
6
Max Drift X
0.003358
0
17.68
6
T1-Story1
DL-EQ+X Min
12
Max Drift Y
3.7E-05
27.432
17.68
6
T1-Story1
DL+EQ+Y Max
1
Max Drift X
8.8E-05
0
0
6
T1-Story1
DL+EQ+Y Max
6
Max Drift Y
0.003181
0
17.68
6
T1-Story1
DL+EQ+Y Min
1
Max Drift X
8.8E-05
0
0
6
T1-Story1
DL+EQ+Y Min
6
Max Drift Y
0.003181
0
17.68
6
T1-Story1
DL-EQ+Y Max
6
Max Drift X
8.3E-05
0
17.68
6
T1-Story1
DL-EQ+Y Max
1
Max Drift Y
0.003161
0
0
6
T1-Story1
DL-EQ+Y Min
6
Max Drift X
8.3E-05
0
17.68
6
T1-Story1
DL-EQ+Y Min
1
Max Drift Y
0.003161
0
0
6
T1-Story1
0.7DL+WIND-Y
6
Max Drift X
9.5E-05
0
17.68
6
T1-Story1
0.7DL+WIND-Y
1
Max Drift Y
0.003511
0
0
6
T1-Story1
DL+LL+WIND-Y
6
Max Drift X
0.000104
0
17.68
6
T1-Story1
DL+LL+WIND-Y
1
Max Drift Y
0.003495
0
0
6
T1-Story1
DL+WIND-Y
6
Max Drift X
9.7E-05
0
17.68
6
T1-Story1
DL+WIND-Y
1
Max Drift Y
0.003509
0
0
6
T1-Base
Dead
34
Max Drift X
2.8E-05
27.432
4.42
2.1
T1-Base
Dead
938
Max Drift Y
5.2E-05
27.632
17.68
2.1
T1-Base
Live
34
Max Drift X
3.4E-05
27.432
4.42
2.1
T1-Base
Live
2357
Max Drift Y
4.2E-05
13.716
0
2.1
T1-Base
EQ+X 1
12
Max Drift X
0.000334
27.432
17.68
2.1
T1-Base
EQ+X 1
12
Max Drift Y
7E-06
27.432
17.68
2.1
T1-Base
EQ+X 2
12
Max Drift X
0.000334
27.432
17.68
2.1
T1-Base
EQ+X 2
12
Max Drift Y
7E-06
27.432
17.68
2.1
T1-Base
EQ+X 3
12
Max Drift X
0.000334
27.432
17.68
2.1
T1-Base
EQ+X 3
12
Max Drift Y
7E-06
27.432
17.68
2.1
T1-Base
EQ+Y 1
938
Max Drift X
5E-06
27.632
17.68
2.1
T1-Base
EQ+Y 1
1
Max Drift Y
0.000326
0
0
2.1
T1-Base
EQ+Y 2
938
Max Drift X
5E-06
27.632
17.68
2.1
T1-Base
EQ+Y 2
1
Max Drift Y
0.000326
0
0
2.1
T1-Base
EQ+Y 3
938
Max Drift X
5E-06
27.632
17.68
2.1
T1-Base
EQ+Y 3
1
Max Drift Y
0.000326
0
0
2.1
T1-Base
Wind+Y
6
Max Drift X
4E-06
0
17.68
2.1
T1-Base
Wind+Y
34
Max Drift Y
0.000321
27.432
4.42
2.1
T1-Base
Wind-Y
1
Max Drift X
5E-06
0
0
2.1
T1-Base
Wind-Y
1
Max Drift Y
0.000332
0
0
2.1
T1-Base
1.5[DL+LL]
34
Max Drift X
9.3E-05
27.432
4.42
2.1
T1-Base
1.5[DL+LL]
938
Max Drift Y
0.000113
27.632
17.68
2.1
T1-Base
DL+LL+WIND+Y
20
Max Drift X
6 .5E-05
27.432
13.26
2.1
T1-Base
DL+LL+WIND+Y
2207
Max Drift Y
0.000385
18.288
0
2.1
T1-Base
DL+WIND+Y
20
Max Drift X
3.1E-05
27.432
13.26
2.1
T1-Base
DL+WIND+Y
1932
Max Drift Y
0.000343
22.86
0
2.1
T1-Base
0.7DL+WIND+Y
20
Max Drift X
2.3E-05
27.432
13.26
2.1
T1-Base
0.7DL+WIND+Y
1932
Max Drift Y
0.000334
22.86
0
2.1
T1-Base
DL+LL+EQ+X Max
21
Max Drift X
0.000373
0
8.84
2.1
T1-Base
DL+LL+EQ+X Max
938
Max Drift Y
7.5E-05
27.632
17.68
2.1
Page 52 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Base
DL+LL+EQ+X Min
21
Max Drift X
0.000373
0
8.84
2.1
T1-Base
DL+LL+EQ+X Min
938
Max Drift Y
7.5E-05
27.632
17.68
2.1
T1-Base
DL+LL-EQ+X Max
27
Max Drift X
0.000377
27.432
8.84
2.1
T1-Base
DL+LL-EQ+X Max
938
Max Drift Y
7.6E-05
27.632
17.68
2.1
T1-Base
DL+LL-EQ+X Min
27
Max Drift X
0.000377
27.432
8.84
2.1
T1-Base
DL+LL-EQ+X Min
938
Max Drift Y
7.6E-05
27.632
17.68
2.1
T1-Base
DL+LL+EQ+Y Max
34
Max Drift X
6.2E-05
27.432
4.42
2.1
T1-Base
DL+LL+EQ+Y Max
2507
Max Drift Y
0.000386
9.144
0
2.1
T1-Base
DL+LL+EQ+Y Min
34
Max Drift X
6.2E-05
27.432
4.42
2.1
T1-Base
DL+LL+EQ+Y Min
2507
Max Drift Y
0.000386
9.144
0
2.1
T1-Base
DL+LL-EQ+Y Max
20
Max Drift X
6.2E-05
27.432
13.26
2.1
T1-Base
DL+LL-EQ+Y Max
9
Max Drift Y
0.000384
13.716
17.68
2.1
T1-Base
DL+LL-EQ+Y Min
20
Max Drift X
6.2E-05
27.432
13.26
2.1
T1-Base
DL+LL-EQ+Y Min
9
Max Drift Y
0.000384
13.716
17.68
2.1
T1-Base
DL+EQ+X Max
21
Max Drift X
0.000342
0
8.84
2.1
T1-Base
DL+EQ+X Max
938
Max Drift Y
5.2E-05
27.632
17.68
2.1
T1-Base
DL+EQ+X Min
21
Max Drift X
0.000342
0
8.84
2.1
T1-Base
DL+EQ+X Min
938
Max Drift Y
5.2E-05
27.632
17.68
2.1
T1-Base
DL-EQ+X Max
12
Max Drift X
0.000352
27.432
17.68
2.1
T1-Base
DL-EQ+X Max
938
Max Drift Y
5.3E-05
27.632
17.68
2.1
T1-Base
DL-EQ+X Min
12
Max Drift X
0.000352
27.432
17.68
2.1
T1-Base
DL-EQ+X Min
938
Max Drift Y
5.3E-05
27.632
17.68
2.1
T1-Base
DL+EQ+Y Max
938
Max Drift X
3.1E-05
27.632
17.68
2.1
T1-Base
DL+EQ+Y Max
1
Max Drift Y
0.000346
0
0
2.1
T1-Base
DL+EQ+Y Min
938
Max Drift X
3.1E-05
27.632
17.68
2.1
T1-Base
DL+EQ+Y Min
1
Max Drift Y
0.000346
0
0
2.1
T1-Base
DL-EQ+Y Max
20
Max Drift X
2 .9E-05
27.432
13.26
2.1
T1-Base
DL-EQ+Y Max
8
Max Drift Y
0.000343
9.144
17.68
2.1
T1-Base
DL-EQ+Y Min
20
Max Drift X
2.9E-05
27.432
13.26
2.1
T1-Base
DL-EQ+Y Min
8
Max Drift Y
0.000343
9.144
17.68
2.1
T1-Base
0.7DL+WIND-Y
1
Max Drift X
2.1E-05
0
0
2.1
T1-Base
0.7DL+WIND-Y
8
Max Drift Y
0.000333
9.144
17.68
2.1
T1-Base
DL+LL+WIND-Y
34
Max Drift X
6.2E-05
27.432
4.42
2.1
T1-Base
DL+LL+WIND-Y
9
Max Drift Y
0.000384
13.716
17.68
2.1
T1-Base
DL+WIND-Y
28
Max Drift X
2.9E-05
0
4.42
2.1
T1-Base
DL+WIND-Y
9
Max Drift Y
0.000343
13.716
17.68
2.1
T1-Strap
Dead
20
Max Drift X
1.9E-05
27.432
13.26
1
T1-Strap
Dead
9
Max Drift Y
2.3E-05
13.716
17.68
1
T1-Strap
Live
20
Max Drift X
3.3E-05
27.432
13.26
1
T1-Strap
Live
9
Max Drift Y
3.7E-05
13.716
17.68
1
T1-Strap
EQ+X 1
20
Max Drift X
0.000145
27.432
13.26
1
T1-Strap
EQ+X 1
1
Max Drift Y
4E-06
0
0
1
T1-Strap
EQ+X 2
20
Max Drift X
0.000145
27.432
13.26
1
T1-Strap
EQ+X 2
1
Max Drift Y
4E-06
0
0
1
T1-Strap
EQ+X 3
20
Max Drift X
0.000145
27.432
13.26
1
T1-Strap
EQ+X 3
1
Max Drift Y
4E-06
0
0
1
T1-Strap
EQ+Y 1
6
Max Drift X
2E-06
0
17.68
1
T1-Strap
EQ+Y 1
24
Max Drift Y
0.000142
13.716
8.84
1
T1-Strap
EQ+Y 2
6
Max Drift X
2E-06
0
17.68
1
T1-Strap
EQ+Y 2
24
Max Drift Y
0.000142
13.716
8.84
1
T1-Strap
EQ+Y 3
6
Max Drift X
2E-06
0
17.68
1
T1-Strap
EQ+Y 3
24
Max Drift Y
0.000142
13.716
8.84
1
T1-Strap
Wind+Y
6
Max Drift X
4E-06
0
17.68
1
T1-Strap
Wind+Y
10
Max Drift Y
0.00014
18.288
17.68
1
T1-Strap
Wind-Y
20
Max Drift X
2E-06
27.432
13.26
1
Page 53 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T1-Strap
Wind-Y
37
Max Drift Y
0.000142
4.572
0
1
T1-Strap
1.5[DL+LL]
20
Max Drift X
7.8E-05
27.432
13.26
1
T1-Strap
1.5[DL+LL]
9
Max Drift Y
9E-05
13.716
17.68
1
T1-Strap
DL+LL+WIND+Y
13
Max Drift X
5.4E-05
0
13.26
1
T1-Strap
DL+LL+WIND+Y
9
Max Drift Y
0.0002
13.716
17.68
1
T1-Strap
DL+WIND+Y
13
Max Drift X
2.1E-05
0
13.26
1
T1-Strap
DL+WIND+Y
9
Max Drift Y
0.000163
13.716
17.68
1
T1-Strap
0.7DL+WIND+Y
13
Max Drift X
1.6E-05
0
13.26
1
T1-Strap
0.7DL+WIND+Y
9
Max Drift Y
0.000156
13.716
17.68
1
T1-Strap
DL+LL+EQ+X Max
20
Max Drift X
0.000197
27.432
13.26
1
T1-Strap
DL+LL+EQ+X Max
2207
Max Drift Y
6E-05
18.288
0
1
T1-Strap
DL+LL+EQ+X Min
20
Max Drift X
0.000197
27.432
13.26
1
T1-Strap
DL+LL+EQ+X Min
2207
Max Drift Y
6E-05
18.288
0
1
T1-Strap
DL+LL-EQ+X Max
13
Max Drift X
0.000196
0
13.26
1
T1-Strap
DL+LL-EQ+X Max
10
Max Drift Y
6E-05
18.288
17.68
1
T1-Strap
DL+LL-EQ+X Min
13
Max Drift X
0.000196
0
13.26
1
T1-Strap
DL+LL-EQ+X Min
10
Max Drift Y
6E-05
18.288
17.68
1
T1-Strap
DL+LL+EQ+Y Max
20
Max Drift X
5.3E-05
27.432
13.26
1
T1-Strap
DL+LL+EQ+Y Max
9
Max Drift Y
0.000198
13.716
17.68
1
T1-Strap
DL+LL+EQ+Y Min
20
Max Drift X
5.3E-05
27.432
13.26
1
T1-Strap
DL+LL+EQ+Y Min
9
Max Drift Y
0.000198
13.716
17.68
1
T1-Strap
DL+LL-EQ+Y Max
34
Max Drift X
5.3E-05
27.432
4.42
1
T1-Strap
DL+LL-EQ+Y Max
2357
Max Drift Y
0.000198
13.716
0
1
T1-Strap
DL+LL-EQ+Y Min
34
Max Drift X
5.3E-05
27.432
4.42
1
T1-Strap
DL+LL-EQ+Y Min
2357
Max Drift Y
0.000198
13.716
0
1
T1-Strap
DL+EQ+X Max
20
Max Drift X
0.000164
27.432
13.26
1
T1-Strap
DL+EQ+X Max
2207
Max Drift Y
2.3E-05
18.288
0
1
T1-Strap
DL+EQ+X Min
20
Max Drift X
0.000164
27.432
13.26
1
T1-Strap
DL+EQ+X Min
2207
Max Drift Y
2.3E-05
18.288
0
1
T1-Strap
DL-EQ+X Max
13
Max Drift X
0.000163
0
13.26
1
T1-Strap
DL-EQ+X Max
10
Max Drift Y
2.3E-05
18.288
17.68
1
T1-Strap
DL-EQ+X Min
13
Max Drift X
0.000163
0
13.26
1
T1-Strap
DL-EQ+X Min
10
Max Drift Y
2.3E-05
18.288
17.68
1
T1-Strap
DL+EQ+Y Max
20
Max Drift X
2E-05
27.432
13.26
1
T1-Strap
DL+EQ+Y Max
9
Max Drift Y
0.000161
13.716
17.68
1
T1-Strap
DL+EQ+Y Min
20
Max Drift X
2E-05
27.432
13.26
1
T1-Strap
DL+EQ+Y Min
9
Max Drift Y
0.000161
13.716
17.68
1
T1-Strap
DL-EQ+Y Max
34
Max Drift X
2E-05
27.432
4.42
1
T1-Strap
DL-EQ+Y Max
2357
Max Drift Y
0.000161
13.716
0
1
T1-Strap
DL-EQ+Y Min
34
Max Drift X
2E-05
27.432
4.42
1
T1-Strap
DL-EQ+Y Min
2357
Max Drift Y
0.000161
13.716
0
1
T1-Strap
0.7DL+WIND-Y
34
Max Drift X
1.5E-05
27.432
4.42
1
T1-Strap
0.7DL+WIND-Y
2507
Max Drift Y
0.000157
9.144
0
1
T1-Strap
DL+LL+WIND-Y
34
Max Drift X
5.4E-05
27.432
4.42
1
T1-Strap
DL+LL+WIND-Y
2507
Max Drift Y
0.000201
9.144
0
1
T1-Strap
DL+WIND-Y
34
Max Drift X
2.1E-05
27.432
4.42
1
T1-Strap
DL+WIND-Y
2507
Max Drift Y
0.000164
9.144
0
1
T3-GF Slab
Dead
939
Max Drift X
2.6E-05
29.156
4.42
6
T3-GF Slab
Dead
939
Max Drift Y
0.00015
29.156
4.42
6
T3-GF Slab
Live
939
Max Drift X
1.3E-05
29.156
4.42
6
T3-GF Slab
Live
939
Max Drift Y
7.5E-05
29.156
4.42
6
T3-GF Slab
EQ+X 1
939
Max Drift X
0.000128
29.156
4.42
6
T3-GF Slab
EQ+X 1
939
Max Drift Y
2.993E-07
29.156
4.42
6
T3-GF Slab
EQ+X 2
939
Max Drift X
0.000128
29.156
4.42
6
T3-GF Slab
EQ+X 2
939
Max Drift Y
2.993E-07
29.156
4.42
6
Page 54 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T3-GF Slab
EQ+X 3
939
Max Drift X
0.000128
29.156
4.42
6
T3-GF Slab
EQ+X 3
939
Max Drift Y
2.993E-07
29.156
4.42
6
T3-GF Slab
EQ+Y 1
939
Max Drift X
6E-06
29.156
4.42
6
T3-GF Slab
EQ+Y 1
939
Max Drift Y
2.7E-05
29.156
4.42
6
T3-GF Slab
EQ+Y 2
939
Max Drift X
6E-06
29.156
4.42
6
T3-GF Slab
EQ+Y 2
939
Max Drift Y
2.7E-05
29.156
4.42
6
T3-GF Slab
EQ+Y 3
939
Max Drift X
6E-06
29.156
4.42
6
T3-GF Slab
EQ+Y 3
939
Max Drift Y
2.7E-05
29.156
4.42
6
T3-GF Slab
Wind+Y
939
Max Drift X
0
29.156
4.42
6
T3-GF Slab
Wind+Y
939
Max Drift Y
0
29.156
4.42
6
T3-GF Slab
Wind-Y
939
Max Drift X
0
29.156
4.42
6
T3-GF Slab
Wind-Y
939
Max Drift Y
0
29.156
4.42
6
T3-GF Slab
1.5[DL+LL]
939
Max Drift X
5.8E-05
29.156
4.42
6
T3-GF Slab
1.5[DL+LL]
939
Max Drift Y
0.000338
29.156
4.42
6
T3-GF Slab
DL+LL+WIND+Y
939
Max Drift X
3.9E-05
29.156
4.42
6
T3-GF Slab
DL+LL+WIND+Y
939
Max Drift Y
0.000225
29.156
4.42
6
T3-GF Slab
DL+WIND+Y
939
Max Drift X
2.6E-05
29.156
4.42
6
T3-GF Slab
DL+WIND+Y
939
Max Drift Y
0.00015
29.156
4.42
6
T3-GF Slab
0.7DL+WIND+Y
939
Max Drift X
1.8E-05
29.156
4.42
6
T3-GF Slab
0.7DL+WIND+Y
939
Max Drift Y
0.000105
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+X Max
939
Max Drift X
8.9E-05
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+X Max
939
Max Drift Y
0.000225
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+X Min
939
Max Drift X
8.9E-05
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+X Min
939
Max Drift Y
0.000225
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+X Max
939
Max Drift X
0.000167
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+X Max
939
Max Drift Y
0.000225
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+X Min
939
Max Drift X
0.000167
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+X Min
939
Max Drift Y
0.000225
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+Y Max
939
Max Drift X
4.5E-05
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+Y Max
939
Max Drift Y
0.000198
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+Y Min
939
Max Drift X
4.5E-05
29.156
4.42
6
T3-GF Slab
DL+LL+EQ+Y Min
939
Max Drift Y
0.000198
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+Y Max
939
Max Drift X
3.3E-05
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+Y Max
939
Max Drift Y
0.000252
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+Y Min
939
Max Drift X
3.3E-05
29.156
4.42
6
T3-GF Slab
DL+LL-EQ+Y Min
939
Max Drift Y
0.000252
29.156
4.42
6
T3-GF Slab
DL+EQ+X Max
939
Max Drift X
0.000101
29.156
4.42
6
T3-GF Slab
DL+EQ+X Max
939
Max Drift Y
0.00015
29.156
4.42
6
T3-GF Slab
DL+EQ+X Min
939
Max Drift X
0.000101
29.156
4.42
6
T3-GF Slab
DL+EQ+X Min
939
Max Drift Y
0.00015
29.156
4.42
6
T3-GF Slab
DL-EQ+X Max
939
Max Drift X
0.000154
29.156
4.42
6
T3-GF Slab
DL-EQ+X Max
939
Max Drift Y
0.00015
29.156
4.42
6
T3-GF Slab
DL-EQ+X Min
939
Max Drift X
0.000154
29.156
4.42
6
T3-GF Slab
DL-EQ+X Min
939
Max Drift Y
0.00015
29.156
4.42
6
T3-GF Slab
DL+EQ+Y Max
939
Max Drift X
3.2E-05
29.156
4.42
6
T3-GF Slab
DL+EQ+Y Max
939
Max Drift Y
0.000123
29.156
4.42
6
T3-GF Slab
DL+EQ+Y Min
939
Max Drift X
3.2E-05
29.156
4.42
6
T3-GF Slab
DL+EQ+Y Min
939
Max Drift Y
0.000123
29.156
4.42
6
T3-GF Slab
DL-EQ+Y Max
939
Max Drift X
2.1E-05
29.156
4.42
6
T3-GF Slab
DL-EQ+Y Max
939
Max Drift Y
0.000177
29.156
4.42
6
T3-GF Slab
DL-EQ+Y Min
939
Max Drift X
2.1E-05
29.156
4.42
6
T3-GF Slab
DL-EQ+Y Min
939
Max Drift Y
0.000177
29.156
4.42
6
T3-GF Slab
0.7DL+WIND-Y
939
Max Drift X
1.8E-05
29.156
4.42
6
T3-GF Slab
0.7DL+WIND-Y
939
Max Drift Y
0.000105
29.156
4.42
6
T3-GF Slab
DL+LL+WIND-Y
939
Max Drift X
3.9E-05
29.156
4.42
6
Page 55 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T3-GF Slab
DL+LL+WIND-Y
939
Max Drift Y
0.000225
29.156
4.42
6
T3-GF Slab
DL+WIND-Y
939
Max Drift X
2.6E-05
29.156
4.42
6
T3-GF Slab
DL+WIND-Y
939
Max Drift Y
0.00015
29.156
4.42
6
T3-Plinth
Dead
949
Max Drift X
2.5E-05
30.68
17.68
2.1
T3-Plinth
Dead
946
Max Drift Y
6.2E-05
30.68
0
2.1
T3-Plinth
Live
949
Max Drift X
1.6E-05
30.68
17.68
2.1
T3-Plinth
Live
946
Max Drift Y
3.4E-05
30.68
0
2.1
T3-Plinth
EQ+X 1
952
Max Drift X
2.8E-05
30.68
8.84
2.1
T3-Plinth
EQ+X 1
946
Max Drift Y
6E-06
30.68
0
2.1
T3-Plinth
EQ+X 2
952
Max Drift X
2.8E-05
30.68
8.84
2.1
T3-Plinth
EQ+X 2
946
Max Drift Y
6E-06
30.68
0
2.1
T3-Plinth
EQ+X 3
952
Max Drift X
2.8E-05
30.68
8.84
2.1
T3-Plinth
EQ+X 3
946
Max Drift Y
6E-06
30.68
0
2.1
T3-Plinth
EQ+Y 1
949
Max Drift X
5E-06
30.68
17.68
2.1
T3-Plinth
EQ+Y 1
946
Max Drift Y
3.7E-05
30.68
0
2.1
T3-Plinth
EQ+Y 2
949
Max Drift X
5E-06
30.68
17.68
2.1
T3-Plinth
EQ+Y 2
946
Max Drift Y
3.7E-05
30.68
0
2.1
T3-Plinth
EQ+Y 3
949
Max Drift X
5E-06
30.68
17.68
2.1
T3-Plinth
EQ+Y 3
946
Max Drift Y
3.7E-05
30.68
0
2.1
T3-Plinth
Wind+Y
954
Max Drift X
0
30.68
4.42
2.1
T3-Plinth
Wind+Y
954
Max Drift Y
0
30.68
4.42
2.1
T3-Plinth
Wind-Y
954
Max Drift X
0
30.68
4.42
2.1
T3-Plinth
Wind-Y
954
Max Drift Y
0
30.68
4.42
2.1
T3-Plinth
1.5[DL+LL]
949
Max Drift X
6.2E-05
30.68
17.68
2.1
T3-Plinth
1.5[DL+LL]
946
Max Drift Y
0.000143
30.68
0
2.1
T3-Plinth
DL+LL+WIND+Y
949
Max Drift X
4.1E-05
30.68
17.68
2.1
T3-Plinth
DL+LL+WIND+Y
946
Max Drift Y
9.5E-05
30.68
0
2.1
T3-Plinth
DL+WIND+Y
949
Max Drift X
2.5E-05
30.68
17.68
2.1
T3-Plinth
DL+WIND+Y
946
Max Drift Y
6.2E-05
30.68
0
2.1
T3-Plinth
0.7DL+WIND+Y
949
Max Drift X
1 .8E-05
30.68
17.68
2.1
T3-Plinth
0.7DL+WIND+Y
946
Max Drift Y
4.3E-05
30.68
0
2.1
T3-Plinth
DL+LL+EQ+X Max
949
Max Drift X
6.1E-05
30.68
17.68
2.1
T3-Plinth
DL+LL+EQ+X Max
927
Max Drift Y
9.7E-05
29.156
0
2.1
T3-Plinth
DL+LL+EQ+X Min
949
Max Drift X
6.1E-05
30.68
17.68
2.1
T3-Plinth
DL+LL+EQ+X Min
927
Max Drift Y
9.7E-05
29.156
0
2.1
T3-Plinth
DL+LL-EQ+X Max
952
Max Drift X
6.1E-05
30.68
8.84
2.1
T3-Plinth
DL+LL-EQ+X Max
946
Max Drift Y
0.000101
30.68
0
2.1
T3-Plinth
DL+LL-EQ+X Min
952
Max Drift X
6.1E-05
30.68
8.84
2.1
T3-Plinth
DL+LL-EQ+X Min
946
Max Drift Y
0.000101
30.68
0
2.1
T3-Plinth
DL+LL+EQ+Y Max
949
Max Drift X
4.7E-05
30.68
17.68
2.1
T3-Plinth
DL+LL+EQ+Y Max
946
Max Drift Y
0.000132
30.68
0
2.1
T3-Plinth
DL+LL+EQ+Y Min
949
Max Drift X
4.7E-05
30.68
17.68
2.1
T3-Plinth
DL+LL+EQ+Y Min
946
Max Drift Y
0.000132
30.68
0
2.1
T3-Plinth
DL+LL-EQ+Y Max
949
Max Drift X
3.6E-05
30.68
17.68
2.1
T3-Plinth
DL+LL-EQ+Y Max
946
Max Drift Y
5.8E-05
30.68
0
2.1
T3-Plinth
DL+LL-EQ+Y Min
949
Max Drift X
3.6E-05
30.68
17.68
2.1
T3-Plinth
DL+LL-EQ+Y Min
946
Max Drift Y
5.8E-05
30.68
0
2.1
T3-Plinth
DL+EQ+X Max
949
Max Drift X
4.5E-05
30.68
17.68
2.1
T3-Plinth
DL+EQ+X Max
927
Max Drift Y
6.5E-05
29.156
0
2.1
T3-Plinth
DL+EQ+X Min
949
Max Drift X
4.5E-05
30.68
17.68
2.1
T3-Plinth
DL+EQ+X Min
927
Max Drift Y
6.5E-05
29.156
0
2.1
T3-Plinth
DL-EQ+X Max
952
Max Drift X
4.9E-05
30.68
8.84
2.1
T3-Plinth
DL-EQ+X Max
946
Max Drift Y
6.7E-05
30.68
0
2.1
T3-Plinth
DL-EQ+X Min
952
Max Drift X
4.9E-05
30.68
8.84
2.1
T3-Plinth
DL-EQ+X Min
946
Max Drift Y
6.7E-05
30.68
0
2.1
Page 56 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T3-Plinth
DL+EQ+Y Max
949
Max Drift X
3.1E-05
30.68
17.68
2.1
T3-Plinth
DL+EQ+Y Max
946
Max Drift Y
9.9E-05
30.68
0
2.1
T3-Plinth
DL+EQ+Y Min
949
Max Drift X
3.1E-05
30.68
17.68
2.1
T3-Plinth
DL+EQ+Y Min
946
Max Drift Y
9.9E-05
30.68
0
2.1
T3-Plinth
DL-EQ+Y Max
932
Max Drift X
2E-05
29.156
17.68
2.1
T3-Plinth
DL-EQ+Y Max
946
Max Drift Y
2.4E-05
30.68
0
2.1
T3-Plinth
DL-EQ+Y Min
932
Max Drift X
2E-05
29.156
17.68
2.1
T3-Plinth
DL-EQ+Y Min
946
Max Drift Y
2.4E-05
30.68
0
2.1
T3-Plinth
0.7DL+WIND-Y
949
Max Drift X
1.8E-05
30.68
17.68
2.1
T3-Plinth
0.7DL+WIND-Y
946
Max Drift Y
4.3E-05
30.68
0
2.1
T3-Plinth
DL+LL+WIND-Y
949
Max Drift X
4 .1E-05
30.68
17.68
2.1
T3-Plinth
DL+LL+WIND-Y
946
Max Drift Y
9.5E-05
30.68
0
2.1
T3-Plinth
DL+WIND-Y
949
Max Drift X
2.5E-05
30.68
17.68
2.1
T3-Plinth
DL+WIND-Y
946
Max Drift Y
6.2E-05
30.68
0
2.1
T3-Strap
Dead
946
Max Drift X
1.3E-05
30.68
0
1
T3-Strap
Dead
949
Max Drift Y
1.7E-05
30.68
17.68
1
T3-Strap
Live
946
Max Drift X
8E-06
30.68
0
1
T3-Strap
Live
950
Max Drift Y
1E-05
30.68
13.26
1
T3-Strap
EQ+X 1
936
Max Drift X
1.5E-05
29.156
8.84
1
T3-Strap
EQ+X 1
946
Max Drift Y
3E-06
30.68
0
1
T3-Strap
EQ+X 2
936
Max Drift X
1.5E-05
29.156
8.84
1
T3-Strap
EQ+X 2
946
Max Drift Y
3E-06
30.68
0
1
T3-Strap
EQ+X 3
936
Max Drift X
1.5E-05
29.156
8.84
1
T3-Strap
EQ+X 3
946
Max Drift Y
3E-06
30.68
0
1
T3-Strap
EQ+Y 1
932
Max Drift X
2E-06
29.156
17.68
1
T3-Strap
EQ+Y 1
946
Max Drift Y
2E-05
30.68
0
1
T3-Strap
EQ+Y 2
932
Max Drift X
2E-06
29.156
17.68
1
T3-Strap
EQ+Y 2
946
Max Drift Y
2E-05
30.68
0
1
T3-Strap
EQ+Y 3
932
Max Drift X
2E-06
29.156
17.68
1
T3-Strap
EQ+Y 3
946
Max Drift Y
2E-05
30.68
0
1
T3-Strap
Wind+Y
946
Max Drift X
0
30.68
0
1
T3-Strap
Wind+Y
946
Max Drift Y
0
30.68
0
1
T3-Strap
Wind-Y
946
Max Drift X
0
30.68
0
1
T3-Strap
Wind-Y
946
Max Drift Y
0
30.68
0
1
T3-Strap
1.5[DL+LL]
946
Max Drift X
3.1E-05
30.68
0
1
T3-Strap
1.5[DL+LL]
949
Max Drift Y
3.9E-05
30.68
17.68
1
T3-Strap
DL+LL+WIND+Y
946
Max Drift X
2E-05
30.68
0
1
T3-Strap
DL+LL+WIND+Y
949
Max Drift Y
2 .6E-05
30.68
17.68
1
T3-Strap
DL+WIND+Y
946
Max Drift X
1.3E-05
30.68
0
1
T3-Strap
DL+WIND+Y
949
Max Drift Y
1.7E-05
30.68
17.68
1
T3-Strap
0.7DL+WIND+Y
946
Max Drift X
9E-06
30.68
0
1
T3-Strap
0.7DL+WIND+Y
949
Max Drift Y
1.2E-05
30.68
17.68
1
T3-Strap
DL+LL+EQ+X Max
932
Max Drift X
2.9E-05
29.156
17.68
1
T3-Strap
DL+LL+EQ+X Max
949
Max Drift Y
2.4E-05
30.68
17.68
1
T3-Strap
DL+LL+EQ+X Min
932
Max Drift X
2.9E-05
29.156
17.68
1
T3-Strap
DL+LL+EQ+X Min
949
Max Drift Y
2.4E-05
30.68
17.68
1
T3-Strap
DL+LL-EQ+X Max
936
Max Drift X
3.3E-05
29.156
8.84
1
T3-Strap
DL+LL-EQ+X Max
949
Max Drift Y
2.7E-05
30.68
17.68
1
T3-Strap
DL+LL-EQ+X Min
936
Max Drift X
3.3E-05
29.156
8.84
1
T3-Strap
DL+LL-EQ+X Min
949
Max Drift Y
2.7E-05
30.68
17.68
1
T3-Strap
DL+LL+EQ+Y Max
949
Max Drift X
2.2E-05
30.68
17.68
1
T3-Strap
DL+LL+EQ+Y Max
949
Max Drift Y
4.2E-05
30.68
17.68
1
T3-Strap
DL+LL+EQ+Y Min
949
Max Drift X
2.2E-05
30.68
17.68
1
T3-Strap
DL+LL+EQ+Y Min
949
Max Drift Y
4.2E-05
30.68
17.68
1
T3-Strap
DL+LL-EQ+Y Max
946
Max Drift X
2E-05
30.68
0
1
Page 57 of 122
Analysis Results
9/19/2015
Story
Load Case/Combo
Label
Item
Drift
X m
Y m
Z m
T3-Strap
DL+LL-EQ+Y Max
927
Max Drift Y
2.6E-05
29.156
0
1
T3-Strap
DL+LL-EQ+Y Min
946
Max Drift X
2E-05
30.68
0
1
T3-Strap
DL+LL-EQ+Y Min
927
Max Drift Y
2.6E-05
29.156
0
1
T3-Strap
DL+EQ+X Max
932
Max Drift X
2.2E-05
29.156
17.68
1
T3-Strap
DL+EQ+X Max
949
Max Drift Y
1.5E-05
30.68
17.68
1
T3-Strap
DL+EQ+X Min
932
Max Drift X
2.2E-05
29.156
17.68
1
T3-Strap
DL+EQ+X Min
949
Max Drift Y
1.5E-05
30.68
17.68
1
T3-Strap
DL-EQ+X Max
936
Max Drift X
2.6E-05
29.156
8.84
1
T3-Strap
DL-EQ+X Max
949
Max Drift Y
1.8E-05
30.68
17.68
1
T3-Strap
DL-EQ+X Min
936
Max Drift X
2.6E-05
29.156
8.84
1
T3-Strap
DL-EQ+X Min
949
Max Drift Y
1.8E-05
30.68
17.68
1
T3-Strap
DL+EQ+Y Max
949
Max Drift X
1.4E-05
30.68
17.68
1
T3-Strap
DL+EQ+Y Max
949
Max Drift Y
3.2E-05
30.68
17.68
1
T3-Strap
DL+EQ+Y Min
949
Max Drift X
1.4E-05
30.68
17.68
1
T3-Strap
DL+EQ+Y Min
949
Max Drift Y
3.2E-05
30.68
17.68
1
T3-Strap
DL-EQ+Y Max
946
Max Drift X
1.2E-05
30.68
0
1
T3-Strap
DL-EQ+Y Max
927
Max Drift Y
2.4E-05
29.156
0
1
T3-Strap
DL-EQ+Y Min
946
Max Drift X
1.2E-05
30.68
0
1
T3-Strap
DL-EQ+Y Min
927
Max Drift Y
2.4E-05
29.156
0
1
T3-Strap
0.7DL+WIND-Y
946
Max Drift X
9E-06
30.68
0
1
T3-Strap
0.7DL+WIND-Y
949
Max Drift Y
1.2E-05
30.68
17.68
1
T3-Strap
DL+LL+WIND-Y
946
Max Drift X
2E-05
30.68
0
1
T3-Strap
DL+LL+WIND-Y
949
Max Drift Y
2.6E-05
30.68
17.68
1
T3-Strap
DL+WIND-Y
946
Max Drift X
1.3E-05
30.68
0
1
T3-Strap
DL+WIND-Y
949
Max Drift Y
1.7E-05
30.68
17.68
1
Story
Table 5.6 - Story Forces P VX VY Load Case/Combo Location kN kN kN
T kN-m
MX kN-m
MY kN-m
T1-Story5
Dead
Top
11.4916
-0.0006
-0.0002
0.0003
101.5853
-157.6181
T1-Story5
Dead
Bottom
412.5485
24.6457
2.8882
-157.0305
3642.542
-5681.0609
T1-Story5
Live
Top
6.858
-0.0005
-0.0004
-0.0021
60.6247
-94.0643
T1-Story5
Live
Bottom
232.9976
14.5611
4.6257
-52.3254
T1-Story5
EQ+X 1
Top
0
-6.1601
-3.656E-05
54.4605
0
0
T1-Story5
EQ+X 1
Bottom
-0.5832
8.0488
0.0337
-69.9931
-4.5799
39.1968
T1-Story5
EQ+X 2
Top
0
-6.1601
-3.656E-05
54.4605
0
0
T1-Story5
EQ+X 2
Bottom
-0.5832
8.0488
0.0337
-69.9931
-4.5799
39.1968
T1-Story5
EQ+X 3
Top
0
-6.1601
-3.656E-05
54.4605
0
0
T1-Story5
EQ+X 3
Bottom
-0.5832
8.0488
0.0337
-69.9931
-4.5799
39.1968
T1-Story5
EQ+Y 1
Top
0
3.877E-06
-6.1096
-86.2719
0
0
T1-Story5
EQ+Y 1
Bottom
0.0269
-3.3055
28.5151
404.1293
-57.2439
1.3193
T1-Story5
EQ+Y 2
Top
0
3.877E-06
-6.1096
-86.2719
0
0
T1-Story5
EQ+Y 2
Bottom
0.0269
-3.3055
28.5151
404.1293
-57.2439
1.3193
T1-Story5
EQ+Y 3
Top
0
3.877E-06
-6.1096
-86.2719
0
0
T1-Story5
EQ+Y 3
Bottom
0.0269
-3.3055
28.5151
404.1293
-57.2439
1.3193
T1-Story5
Wind+Y
Top
0
-0.0002
-0.0644
-0.8561
0
0
T1-Story5
Wind+Y
Bottom
217.8285
13.3104
208.908
2761.01
T1-Story5
Wind-Y
Top
0
2.445E-05
0.0659
0.8598
T1-Story5
Wind-Y
Bottom
-0.0318
-1.4798
T1-Story5
1.5[DL+LL]
Top
27.5243
-0.0018
-0.0009
-0.0027
T1-Story5
1.5[DL+LL]
Bottom
968.3192
58.8103
11.271
-314.0339
T1-Story5
DL+LL+WIND+Y
Top
18.3496
-0.0013
-0.065
-0.8579
T1-Story5
DL+LL+WIND+Y
Bottom
863.3746
52.5173
216.422
2551.6541
T1-Story5
DL+WIND+Y
Top
11.4916
-0.0008
-0.0646
-0.8557
Page 58 of 122
2052.2755 -3208.7221
1263.4648 -3003.3438 0
-409.7986 -5609.5997 1051.1898 243.315
0 4.3473 -377.5237
8542.2263 -13334.6746 162.21
-251.6824
6958.2824 -11893.1269 101.5853
-157.6181
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T1-Story5
DL+WIND+Y
Bottom
630.377
37.9561
211.7962
2603.9795
T1-Story5
0.7DL+WIND+Y
Top
8.0441
-0.0006
-0.0646
-0.8558
T1-Story5
0.7DL+WIND+Y
Bottom
506.6125
30.5624
210.9298
2651.0886
T1-Story5
DL+LL+EQ+X Max
Top
18.3496
-6.1613
-0.0006
54.4587
T1-Story5
DL+LL+EQ+X Max
Bottom
644.963
47.2556
7.5477
-279.349
T1-Story5
DL+LL+EQ+X Min
Top
18.3496
-6.1613
-0.0006
54.4587
T1-Story5
DL+LL+EQ+X Min
Bottom
644.963
47.2556
7.5477
-279.349
T1-Story5
DL+LL-EQ+X Max
Top
18.3496
6.1589
-0.0005
-54.4623
T1-Story5
DL+LL-EQ+X Max
Bottom
646.1293
31.1581
7.4803
-139.3628
T1-Story5
DL+LL-EQ+X Min
Top
18.3496
6.1589
-0.0005
-54.4623
T1-Story5
DL+LL-EQ+X Min
Bottom
646.1293
31.1581
7.4803
-139.3628
T1-Story5
DL+LL+EQ+Y Max
Top
18.3496
-0.0012
-6.1102
-86.2737
T1-Story5
DL+LL+EQ+Y Max
Bottom
645.573
35.9014
36.0291
194.7734
T1-Story5
DL+LL+EQ+Y Mi n
Top
18.3496
-0.0012
-6.1102
-86.2737
T1-Story5
DL+LL+EQ+Y Min
Bottom
645.573
35.9014
36.0291
194.7734
T1-Story5
DL+LL-EQ+Y Max
Top
18.3496
-0.0012
6.1091
86.2701
T1-Story5
DL+LL-EQ+Y Max
Bottom
645.5193
42.5123
-21.0011
-613.4852
T1-Story5
DL+LL-EQ+Y Min
Top
18.3496
-0.0012
6.1091
86.2701
T1-Story5
DL+LL-EQ+Y Min
Bottom
645.5193
42.5123
-21.0011
-613.4852
T1-Story5
DL+EQ+X Max
Top
11.4916
-6.1607
-0.0003
54.4608
T1-Story5
DL+EQ+X Max
Bottom
411.9653
32.6945
2.9219
-227.0236
T1-Story5
DL+EQ+X Min
Top
11.4916
-6.1607
-0.0003
54.4608
T1-Story5
DL+EQ+X Min
Bottom
411.9653
32.6945
2.9219
-227.0236
3637.9621 -5641.8642
T1-Story5
DL-EQ+X Max
Top
11.4916
6.1595
-0.0002
-54.4601
101.5853
T1-Story5
DL-EQ+X Max
Bottom
413.1317
16.597
2.8545
-87.0374
3647.1219 -5720.2577
T1-Story5
DL-EQ+X Min
Top
11.4916
6.1595
-0.0002
-54.4601
101.5853
T1-Story5
DL-EQ+X Min
Bottom
413.1317
16.597
2.8545
-87.0374
3647.1219 -5720.2577
T1-Story5
DL+EQ+Y Max
Top
11.4916
-0.0006
-6.1099
-86.2716
101.5853
T1-Story5
DL+EQ+Y Max
Bottom
412.5754
21.3403
31.4033
247.0987
3585.2981 -5679.7417
T1-Story5
DL+EQ+Y Min
Top
11.4916
-0.0006
-6.1099
-86.2716
101.5853
T1-Story5
DL+EQ+Y Min
Bottom
412.5754
21.3403
31.4033
247.0987
3585.2981 -5679.7417
T1-Story5
DL-EQ+Y Max
Top
11.4916
-0.0006
6.1094
86.2722
101.5853
T1-Story5
DL-EQ+Y Max
Bottom
412.5217
27.9512
-25.6269
-561.1598
T1-Story5
DL-EQ+Y Min
Top
11.4916
-0.0006
6.1094
86.2722
T1-Story5
DL-EQ+Y Min
Bottom
412.5217
27.9512
-25.6269
-561.1598
T1-Story5
0.7DL+WIND-Y
Top
8.0441
-0.0004
0.0657
0.86
T1-Story5
0.7DL+WIND-Y
Bottom
288.7521
15.7722
-407.7768
T1-Story5
DL+LL+WIND-Y
Top
18.3496
-0.0011
T1-Story5
DL+LL+WIND-Y
Bottom
645.5143
37.7271
T1-Story5
DL+WIND-Y
Top
11.4916
-0.0006
T1-Story5
DL+WIND-Y
Bottom
412.5167
23.166
T1-Story4
Dead
Top
474.6073
24.6432
2.8871
-157.0324
T1-Story4
Dead
Bottom
380.1685
-0.0723
3.5098
43.5883
3350.2918
T1-Story4
Live
Top
274.1456
14.5569
4.6234
-52.329
2416.0239 -3773.1081
T1-Story4
Live
Bottom
223.4083
-0.0813
6.5474
88.5333
1961.4611 -3062.0428
T1-Story4
EQ+X 1
Top
-0.5832
-18.2255
0.0332
163.4734
-4.5799
39.1968
T1-Story4
EQ+X 1
Bottom
0.1336
-167.4398
0.1537
1475.7689
1.2101
-308.8256
T1-Story4
EQ+X 2
Top
-0.5832
-18.2255
0.0332
163.4734
-4.5799
39.1968
T1-Story4
EQ+X 2
Bottom
0.1336
-167.4398
0.1537
1475.7689
1.2101
-308.8256
T1-Story4
EQ+X 3
Top
-0.5832
-18.2255
0.0332
163.4734
-4.5799
39.1968
T1-Story4
EQ+X 3
Bottom
0.1336
-167.4398
0.1537
1475.7689
1.2101
-308.8256
T1-Story4
EQ+Y 1
Top
0.0269
-3.3057
2.5651
58.5733
-57.2439
1.3193
T1-Story4
EQ+Y 1
Bottom
0.037
-0.006
-31.6112
-498.0328
486.0086
-0.9271
T1-Story4
EQ+Y 2
Top
0.0269
-3.3057
2.5651
58.5733
-57.2439
1.3193
T1-Story4
EQ+Y 2
Bottom
0.037
-0.006
-31.6112
-498.0328
486.0086
-0.9271
Page 59 of 122
0.0653
4906.0068 -8684.4048 71.1097
-110.3327
3813.2442 -6980.0865 162.21
-251.6824
5690.2376 -8850.5862 162.21
-251.6824
5690.2376 -8850.5862 162.21
-251.6824
5699.3975 -8928.9798 162.21
-251.6824
5699.3975 -8928.9798 162.21
-251.6824
5637.5737 -8888.4638 162.21
-251.6824
5637.5737 -8888.4638 162.21
-251.6824
5752.0614 -8891.1023 162.21
-251.6824
5752.0614 -8891.1023 101.5853
- 157.6181
3637.9621 -5641.8642 101.5853
-157.6181 -157.6181 -157.6181 -157.6181 - 157.6181 -157.6181
3699.7859 -5682.3802 101.5853
-157.6181
3699.7859 -5682.3802 71.1097
-110.3327
-5719.5211 3600.9692 -3972.3953 0.858
162.21
-251.6824
-402.2846 -5818.9556 6746.0074 -8885.4357 0.0656
0.8601
101.5853
-157.6181
-406.9104 -5766.6302 4693.7318 -5676.7136 4191.1414 -6532.2589 -5209.678
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T1-Story4
EQ+Y 3
Top
0.0269
-3.3057
2.5651
58.5733
-57.2439
1.3193
T1-Story4
EQ+Y 3
Bottom
0.037
-0.006
-31.6112
-498.0328
486.0086
-0.9271
T1-Story4
Wind+Y
Top
217.8285
13.3103
208.4734
2755.5043
1263.4648 -3003.3438
T1-Story4
Wind+Y
Bottom
172.417
-0.0273
30.684
341.3187
707.7798
T1-Story4
Wind-Y
Top
-0.0318
-1.4795
-409.3506 -5604.0149 1051.1898
4.3473
T1-Story4
Wind-Y
Bottom
0.0121
0.0147
-137.9738 -1796.3224
-0.7626
T1-Story4
1.5[DL+LL]
Top
1123.1293
58.8002
T1-Story4
1.5[DL+LL]
Bottom
905.3651
-0.2304
T1-Story4
DL+LL+WIND+Y
Top
966.5814
52.5104
T1-Story4
DL+LL+WIND+Y
Bottom
775.9937
-0.1809
T1-Story4
DL+WIND+Y
Top
692.4358
37.9535
T1-Story4
DL+W IND+Y
Bottom
552.5854
-0.0996
T1-Story4
0.7DL+WIND+Y
Top
550.0536
T1-Story4
0.7DL+WIND+Y
Bottom
438.5349
T1-Story4
DL+LL+EQ+X Max
Top
748.1697
20.9747
7.5437
-45.888
T1-Story4
DL+LL+EQ+X Max
Bottom
603.7104
-167.5934
10.2108
1607.8905
T1-Story4
DL+LL+EQ+X Min
Top
748.1697
20.9747
7.5437
-45.888
T1-Story4
DL+LL+EQ+X Min
Bottom
603.7104
-167.5934
10.2108
1607.8905
T1-Story4
DL+LL-EQ+X Max
Top
749.3361
57.4256
7.4773
-372.8348
T1-Story4
DL+LL-EQ+X Max
Bottom
603.4431
167.2862
9.9035
-1343.6473 5310.5427 -7962.8952
T1-Story4
DL+LL-EQ+X Min
Top
749.3361
57.4256
7.4773
-372.8348
T1-Story4
DL+LL-EQ+X Min
Bottom
603.4431
167.2862
9.9035
-1343.6473 5310.5427 -7962.8952
T1-Story4
DL+LL+EQ+Y Max
Top
748.7797
35.8945
10.0756
-150.7881
6549.9214 -10304.0476
T1-Story4
DL+LL+EQ+Y Max
Bottom
603.6137
-0.1597
-21.5541
-365.9112
5797.7614 -8272.6479
T1-Story4
DL+LL+EQ+Y Min
Top
748.7797
35.8945
10.0756
-150.7881
6549.9214 -10304.0476
T1-Story4
DL+LL+EQ+Y Min
Bottom
603.6137
-0.1597
-21.5541
-365.9112
5797.7614 -8272.6479
T1-Story4
DL+LL-EQ+Y Max
Top
748.726
42.5058
4.9454
-267.9347
6664.4092 -10306.6862
T1-Story4
DL+LL-EQ+Y Max
Bottom
603.5398
-0.1476
41.6684
630.1544
4825.7443 -8270.7937
T1-Story4
DL+LL-EQ+Y Min
Top
748.726
42.5058
4.9454
-267.9347
6664.4092 -10306.6862
T1-Story4
DL+LL-EQ+Y Min
Bottom
603.5398
-0.1476
41.6684
630.1544
4825.7443 -8270.7937
T1-Story4
DL+EQ+X Max
Top
474.0241
6.4177
2.9203
6.441
4186.5615 -6493.0621
T1-Story4
DL+EQ+X Max
Bottom
380.3021
-167.5121
3.6634
1519.3572
3351.5019 -5518.5037
T1-Story4
DL+EQ+X Min
Top
474.0241
6.4177
2.9203
6.441
4186.5615 -6493.0621
T1-Story4
DL+EQ+X Min
Bottom
380.3021
-167.5121
3.6634
1519.3572
3351.5019 -5518.5037
T1-Story4
DL-EQ+X Max
Top
475.1905
42.8687
2.8539
-320.5057
4195.7214 -6571.4557
T1-Story4
DL-EQ+X Max
Bottom
380.0348
167.3674
3.3561
-1432.1807 3349.0817 -4900.8524
T1-Story4
DL-EQ+X Min
Top
475.1905
42.8687
2.8539
-320.5057
T1-Story4
DL-EQ+X Min
Bottom
380.0348
167.3674
3.3561
-1432.1807 3349.0817 -4900.8524
T1-Story4
DL+EQ+Y Max
Top
474.6341
21.3375
5.4522
-98.4591
4133.8976 -6530.9396
T1-Story4
DL+EQ+Y Max
Bottom
380.2054
-0.0784
-28.1015
-454.4445
3836.3004 -5210.6051
T1-Story4
DL+EQ+Y Min
Top
474.6341
21.3375
5.4522
-98.4591
4133.8976 -6530.9396
T1-Story4
DL+EQ+Y Min
Bottom
380.2054
-0.0784
-28.1015
-454.4445
3836.3004 -5210.6051
T1-Story4
DL-EQ+Y Max
Top
474.5804
27.9489
0.322
-215.6057
T1-Story4
DL-EQ+Y Max
Bottom
380.1315
-0.0663
35.121
541.621
T1-Story4
DL-EQ+Y Min
Top
474.5804
27.9489
0.322
-215.6057
T1-Story4
DL-EQ+Y Min
Bottom
380.1315
-0.0663
35.121
541.621
T1-Story4
0.7DL+WIND-Y
Top
332.1933
15.7708
-407.3296 -5713.9376 3984.9888 -4568.2339
T1-Story4
0.7DL+WIND-Y
Bottom
266.13
-0.036
-135.5169 -1765.8106 3861.6952 -3647.5372
T1-Story4
DL+LL+WIND-Y
Top
748.721
37.7207
-401.8401 -5813.3763 7658.3551 -10301.0196
T1-Story4
DL+LL+WIND-Y
Bottom
603.5889
-0.1389
-127.9166
T1-Story4
DL+WIND-Y
Top
474.5754
23.1637
-406.4635 -5761.0473 5242.3312 -6527.9115
T1-Story4
DL+WIND-Y
Bottom
380.1806
-0.0577
-134.464
T1-Story3
Dead
Top
490.8882
-0.079
3.5073
43.5791
T1-Story3
Dead
Bottom
-16.4174
0.0005
7.9048
106.6511
T1-Story3
Live
Top
264.5563
-0.0913
6.5432
88.527
-314.0421
9910.7479 -15458.0504
15.0858
198.1824
7967.6293 -12407.5813
215.9839
2546.1429
7870.6301 -13308.7107
40.7412
473.4403
6019.5326 -10633.6231
211.3605
2598.4719
5454.6062 -9535.6027
34.1938
384.907
4058.0716 -7571.5803
30.5605
210.4944
2645.5816
4197.2638
-7575.925
-0.0779
33.1409
371.8305
3052.984
-6008.6769
Page 60 of 122
11.2657
1516.491
-2361.9023
6602.5854 -10266.1701 5312.963
-8580.5465
6602.5854 -10266.1701 5312.963
-8580.5465
6611.7452 -10344.5637 6611.7452 -10344.5637
4195.7214 -6571.4557
4248.3853 -6533.5781 2864.2832
-5208.751
4248.3853 -6533.5781 2864.2832
-5208.751
-1664.2008 6828.2438 -8272.4834 -1752.7341 4866.7828 -5210.4406 4329.0968 -6728.2433 -277.2418
224.6935
2325.2094 -3626.4288
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T1-Story3
Live
Bottom
-17.9221
0.009
12.2071
166.1325
-355.9974
245.6077
T1-Story3
EQ+X 1
Top
0.1336
-194.5311
0.153
1716.1122
1.2101
-308.8256
T1-Story3
EQ+X 1
Bottom
-0.0103
4.4042
0.0795
-69.7932
0.0591
2.0522
T1-Story3
EQ+X 2
Top
0.1336
-194.5311
0.153
1716.1122
1.2101
-308.8256
T1-Story3
EQ+X 2
Bottom
-0.0103
4.4042
0.0795
-69.7932
0.0591
2.0522
T1-Story3
EQ+X 3
Top
0.1336
-194.5311
0.153
1716.1122
1.2101
-308.8256
T1-Story3
EQ+X 3
Bottom
-0.0103
4.4042
0.0795
-69.7932
0.0591
2.0522
T1-Story3
EQ+Y 1
Top
0.037
-0.0065
-58.5254
-866.6699
486.0086
-0.9271
T1-Story3
EQ+Y 1
Bottom
-0.0192
-0.0062
49.623
661.3563
75.9277
0.3084
T1-Story3
EQ+Y 2
Top
0.037
-0.0065
-58.5254
-866.6699
486.0086
-0.9271
T1-Story3
EQ+Y 2
Bottom
-0.0192
-0.0062
49.623
661.3563
75.9277
0.3084
T1-Story3
EQ+Y 3
Top
0.037
-0.0065
-58.5254
-866.6699
486.0086
-0.9271
T1-Story3
EQ+Y 3
Bottom
-0.0192
-0.0062
49.623
661.3563
75.9277
0.3084
T1-Story3
Wind+Y
Top
172.417
-0.0275
29.9473
331.886
707.7798
-2361.9023
T1-Story3
Wind+Y
Bottom
2.0255
-0.0102
64.9782
866.704
127.8249
-28.1286
T1-Story3
Wind-Y
Top
0.0121
0.0152
-137.2164 -1786.8583
1516.491
-0.7626
T1-Story3
Wind-Y
Bottom
0.0008
0.0084
-66.1436
-877.1603
-112.6237
0.0609
T1-Story3
1.5[DL+LL]
Top
1133.1668
-0.2554
15.0758
198.1592
9981.4592 -15532.008
T1-Story3
1.5[DL+LL]
Bottom
-51.5092
0.0142
30.1678
409.1755
-949.8587
T1-Story3
DL+LL+WIND+Y
Top
927.8615
-0.1978
39.9979
463.9921
7362.0859 -12716.5743
T1-Story3
DL+LL+WIND+Y
Bottom
-32.314
-0.0007
85.09
1139.4876
T1-Story3
DL+W IND+Y
Top
663.3052
-0.1065
33.4546
375.4651
T1-Story3
DL+W IND+Y
Bottom
-14.3919
-0.0097
72.8829
973.3551
-149.4169
T1-Story3
0.7DL+WIND+Y
Top
516.0387
-0.0828
32.4024
362.3914
3738.1475 -7071.6725
T1-Story3
0.7DL+W IND+Y
Bottom
-9.4667
-0.0099
70.5115
941.3598
T1-Story3
DL+LL+EQ+X Max
Top
755.5781
-194.7014
10.2036
1848.2183 6655.5163 -10663.4977
T1-Story3
DL+LL+EQ+X Max
Bottom
-34.3497
4.4137
20.1913
202.9905
T1-Story3
DL+LL+EQ+X Min
Top
755.5781
-194.7014
10.2036
1848.2183
T1-Story3
DL+LL+EQ+X Min
Bottom
-34.3497
4.4137
20.1913
202.9905
T1-Story3
DL+LL-EQ+X Max
Top
755.3109
194.3608
9.8975
-1584.006
6653.096 -10045.8464
T1-Story3
DL+LL-EQ+X Max
Bottom
-34.3292
-4.3947
20.0324
342.5769
-633.2982
T1-Story3
DL+LL-EQ+X Min
Top
755.3109
194.3608
9.8975
-1584.006
6653.096 -10045.8464
T1-Story3
DL+LL-EQ+X Min
Bottom
-34.3292
-4.3947
20.0324
342.5769
-633.2982
T1-Story3
DL+LL+EQ+Y Max
Top
755.4815
-0.1768
-48.4749
-734.5638
7140.3147 -10355.5991
T1-Story3
DL+LL+EQ+Y Max
Bottom
-34.3586
0.0032
69.7348
934.1399
-557.3115
T1-Story3
DL+LL+EQ+Y Min
Top
755.4815
-0.1768
-48.4749
-734.5638
7140.3147 -10355.5991
T1-Story3
DL+LL+EQ+Y Min
Bottom
-34.3586
0.0032
69.7348
934.1399
-557.3115
T1-Story3
DL+LL-EQ+Y Max
Top
755.4075
-0.1638
68.576
998.7761
6168.2976 -10353.7449
T1-Story3
DL+LL-EQ+Y Max
Bottom
-34.3203
0.0157
-29.5111
-388.5726
-709.1668
T1-Story3
DL+LL-EQ+Y Min
Top
755.4075
-0.1638
68.576
998.7761
6168.2976 -10353.7449
T1-Story3
DL+LL-EQ+Y Min
Bottom
-34.3203
0.0157
-29.5111
-388.5726
-709.1668
T1-Story3
DL+EQ+X Max
Top
491.0218
-194.6101
3.6603
1759.6913
4330.3069 -7037.0689
T1-Story3
DL+EQ+X Max
Bottom
-16.4276
4.4047
7.9842
36.8579
T1-Story3
DL+EQ+X Min
Top
491.0218
-194.6101
3.6603
1759.6913
T1-Story3
DL+EQ+X Min
Bottom
-16.4276
4.4047
7.9842
36.8579
T1-Story3
DL-EQ+X Max
Top
490.7546
194.4521
3.3543
-1672.533
4327.8866 -6419.4176
T1-Story3
DL-EQ+X Max
Bottom
-16.4071
-4.4037
7.8253
176.4443
-277.3009
T1-Story3
DL-EQ+X Min
Top
490.7546
194.4521
3.3543
-1672.533
4327.8866 -6419.4176
T1-Story3
DL-EQ+X Min
Bottom
-16.4071
-4.4037
7.8253
176.4443
-277.3009
T1-Story3
DL+EQ+Y Max
Top
490.9252
-0.0855
-55.0181
-823.0908
4815.1054 -6729.1704
T1-Story3
DL+EQ+Y Max
Bottom
-16.4365
-0.0058
57.5277
768.0074
-201.3141
T1-Story3
DL+EQ+Y Min
Top
490.9252
-0.0855
-55.0181
-823.0908
4815.1054 -6729.1704
T1-Story3
DL+EQ+Y Min
Bottom
-16.4365
-0.0058
57.5277
768.0074
-201.3141
T1-Story3
DL-EQ+Y Max
Top
490.8513
-0.0725
62.0328
910.2491
3843.0882 -6727.3162
T1-Story3
DL-EQ+Y Max
Bottom
-16.3982
0.0067
-41.7182
-554.7051
-353.1694
Page 61 of 122
-505.4142
705.4517 442.1726
5036.8766 -9090.1455
-66.2443 -633.18
1 96.5649 129.1568 472.3533
6655.5163 -10663.4977 -633.18
-277.1827
472.3533 468.249 468.249 470.6095 470.6095 469.9927 469.9927 226.7456
4330.3069 -7037.0689 -277.1827
2 26.7456 222.6413 222.6413 225.0019 225.0019 224.3851
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T1-Story3
DL-EQ+Y Min
Top
490.8513
-0.0725
62.0328
910.2491
3 843.0882 -6727.3162
T1-Story3
DL-EQ+Y Min
Bottom
-16.3982
0.0067
-41.7182
-554.7051
-353.1694
T1-Story3
0.7DL+WIND-Y
Top
343.6339
-0.0401
-134.7613 -1756.3529 4546.8587 -4710.5328
T1-Story3
0.7DL+WIND-Y
Bottom
-11.4914
0.0087
-60.6103
T1-Story3
DL+LL+WIND-Y
Top
755.4566
-0.1551
-127.1658 -1654.7522 8170.7971 -10355.4346
T1-Story3
DL+LL+WIND-Y
Bottom
-34.3387
0.0179
-46.0317
T1-Story3
DL+WIND-Y
Top
490.9004
-0.0638
-133.7091 -1743.2792 5845.5878 -6729.0058
T1-Story3
DL+W IND-Y
Bottom
-16.4166
0.0089
-58.2388
-770.5091
T1-Story1
Dead
Top
2327.1577
- 0.0126
-0.0241
-0.2222
T1-Story1
Dead
Bottom
2431.1934
-0.0126
-0.0241
-0.2222
21764.6911 -33083.9491
T1-Story1
Live
Top
3994.0992
- 0.0181
-0.035
-0.3059
35513.9076 -54783.253
T1-Story1
Live
Bottom
3994.0992
-0.0181
-0.035
-0.3059
35514.0441 -54783.3235
T1-Story1
EQ+X 1
Top
0
-323.4679
-0.0053
2894.4069
0.0164
-1132.1897
T1-Story1
EQ+X 1
Bottom
0
-323.4679
-0.0053
2 894.4069
0.0371
-2393.7146
T1-Story1
EQ+X 2
Top
0
-323.4679
-0.0053
2894.4069
0.0164
-1132.1897
T1-Story1
EQ+X 2
Bottom
0
-323.4679
-0.0053
2 894.4069
0.0371
-2393.7146
T1-Story1
EQ+X 3
Top
0
-323.4679
-0.0053
2894.4069
0.0164
-1132.1897
T1-Story1
EQ+X 3
Bottom
0
-323.4679
-0.0053
2 894.4069
0.0371
-2393.7146
T1-Story1
EQ+Y 1
Top
0
-0.005
-321.1774 -4398.6938
1122.013
-0.02
T1-Story1
EQ+Y 1
Bottom
0
-0.005
-321.1774 -4398.6938 2374.6051
T1-Story1
EQ+Y 2
Top
0
-0.005
-321.1774 -4398.6938
T1-Story1
EQ+Y 2
Bottom
0
-0.005
-321.1774 -4398.6938 2374.6051
T1-Story1
EQ+Y 3
Top
0
-0.005
-321.1774 -4398.6938
T1-Story1
EQ+Y 3
Bottom
0
-0.005
-321.1774 -4398.6938 2374.6051
T1-Story1
W ind+Y
Top
235.6038
-0.0025
-314.0431 -4376.4803 1905.1568 -3231.5549
T1-Story1
Wind+Y
Bottom
235.6038
-0.0025
-314.0431 -4376.4803 3129.9248 -3231.5645
T1-Story1
Wind-Y
Top
0
0.0063
319.5091
4377.322
T1-Story1
Wind-Y
Bottom
0
0.0063
319.5091
4377.322
-48.2939
0.0508
T1-Story1
1.5[DL+LL]
Top
9481.8853
-0.046
-0.0887
-0.7922
84344.3153
-130061
T1-Story1
1.5[DL+LL]
Bottom
9637.939
-0.046
-0.0887
-0.7922
85918.1028
-131801
T1-Story1
DL+LL+WIND+Y
Top
6556.8607
-0.0331
-314.1022 -4377.0085 58134.7004 -89939.2154
T1-Story1
DL+LL+WIND+Y
Bottom
6660.8964
-0.0331
-314.1022 -4377.0085 60408.66
T1-Story1
DL+WIND+Y
Top
2562.7615
-0.0151
-314.0672 -4376.7025 22620.7929 -35155.9624
T1-Story1
DL+WIND+Y
Bottom
2666.7972
-0.0151
-314.0672
T1-Story1
0.7DL+WIND+Y
Top
1864.6142
-0.0113
-314.06
-4376.6359 16406.1021 -25578.6402
T1-Story1
0.7DL+WIND+Y
Bottom
1937.4392
-0.0113
-314.06
-4376.6359 18365.2086 -26390.3288
T1-Story1
DL+LL+EQ+X Max
Top
6321.2569
-323.4986
-0.0644
2893.8788
T1-Story1
DL+LL+EQ+X Max
Bottom
6425.2926
-323.4986
-0.0644
2893.8788 57278.7723 -90260.9872
T1-Story1
DL+LL+EQ+X Min
Top
6321.2569
-323.4986
-0.0644
2893.8788
T1-Story1
DL+LL+EQ+X Min
Bottom
6425.2926
-323.4986
-0.0644
2893.8788 57278.7723 -90260.9872
T1-Story1
DL+LL-EQ+X Max
Top
6321.2569
323.4373
-0.0538
-2894.935 56229.5271 -85575.4709
T1-Story1
DL+LL-EQ+X Max
Bottom
6425.2926
323.4373
-0.0538
-2894.935 57278.6981 -85473.5579
T1-Story1
DL+LL-EQ+X Min
Top
6321.2569
323.4373
-0.0538
-2894.935 56229.5271 -85575.4709
T1-Story1
DL+LL-EQ+X Min
Bottom
6425.2926
323.4373
-0.0538
-2894.935 57278.6981 -85473.5579
T1-Story1
DL+LL+EQ+Y Max
Top
6321.2569
-0.0357
-321.2366 -4399.2219 57351.5566 -86707.6806
T1-Story1
DL+LL+EQ+Y Max
Bottom
6425.2926
-0.0357
-321.2366 -4399.2219 59653.3402 -87867.312
T1-Story1
DL+LL+EQ+Y Min
Top
6321.2569
-0.0357
-321.2366 -4399.2219 57351.5566 -86707.6806
T1-Story1
DL+LL+EQ+Y Min
Bottom
6425.2926
-0.0357
-321.2366 -4399.2219 59653.3402 -87867.312
T1-Story1
DL+LL-EQ+Y Max
Top
6321.2569
-0.0257
321.1183
4398.1656 55107.5305 -86707.6405
T1-Story1
DL+LL-EQ+Y Max
Bottom
6425.2926
-0.0257
321.1183
4398.1656 54904.1301 -87867.233
T1-Story1
DL+LL-EQ+Y Min
Top
6321.2569
-0.0257
321.1183
4398.1656 55107.5305 -86707.6405
T1-Story1
DL+LL-EQ+Y Min
Bottom
6425.2926
-0.0257
321.1183
4398.1656 54904.1301 -87867.233
T1-Story1
DL+EQ+X Max
Top
2327.1577
-323.4805
-0.0294
2894.1847 20715.6525 -33056.5972
T1-Story1
DL+EQ+X Max
Bottom
2431.1934
-323.4805
-0.0294
2894.1847 21764.7282 -35477.6637
T1-Story1
DL+EQ+X Min
Top
2327.1577
-323.4805
-0.0294
2894.1847 20715.6525 -33056.5972
Page 62 of 122
-802.5045 -604.3766
-306.6929 -745.8628 -389.8654
224.3851 157.3463 470.362 224.7544
20715.636 -31924.4075
1122.013 1122.013
1197.7915
-0.0395 -0.02 -0.0395 -0.02 -0.0395
0.0264
-91098.837
-4376.7025 24894.6159 -36315.5135
56229.56 -87839.8502 56229.56 -87839.8502
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T1-Story1
DL+EQ+X Min
Bottom
2431.1934
-323.4805
-0.0294
2894.1847 21764.7282 -35477.6637
T1-Story1
DL-EQ+X Max
Top
2327.1577
323.4553
-0.0188
-2894.6291 20715.6196 -30792.2179
T1-Story1
DL-EQ+X Max
Bottom
2431.1934
323.4553
-0.0188
-2894.6291 21764.654 -30690.2344
T1-Story1
DL-EQ+X Min
Top
2327.1577
323.4553
-0.0188
-2894.6291 20715.6196 -30792.2179
T1-Story1
DL-EQ+X Min
Bottom
2431.1934
323.4553
-0.0188
-2894.6291 21764.654 -30690.2344
T1-Story1
DL+EQ+Y Max
Top
2327.1577
-0.0176
-321.2016
-4398.916
T1-Story1
DL+EQ+Y Max
Bottom
2431.1934
-0.0176
-321.2016
-4398.916 24139.2961 -33083.9886
T1-Story1
DL+EQ+Y Min
Top
2327.1577
-0.0176
-321.2016
-4398.916
T1-Story1
DL+EQ+Y Min
Bottom
2431.1934
-0.0176
-321.2016
-4398.916 24139.2961 -33083.9886
T1-Story1
DL-EQ+Y Max
Top
2327.1577
-0.0076
321.1533
4398.4716
19593.623 -31924.3875
T1-Story1
DL-EQ+Y Max
Bottom
2431.1934
-0.0076
321.1533
4398.4716
19390.086 -33083.9096
T1-Story1
DL-EQ+Y Min
Top
2327.1577
-0.0076
321.1533
4398.4716
19593.623 -31924.3875
T1-Story1
DL-EQ+Y Min
Bottom
2431.1934
-0.0076
321.1533
4398.4716
19390.086 -33083.9096
T1-Story1
0.7DL+WIND-Y
Top
1629.0104
-0.0026
319.4922
4377.1665 15698.7367 -22347.0589
T1-Story1
0.7DL+WIND-Y
Bottom
1701.8354
-0.0026
319.4922
4377.1665 15186.9899 -23158.7135
T1-Story1
DL+LL+WIND-Y
Top
6321.2569
-0.0244
319.4499
4376.7939
T1-Story1
DL+LL+WIND-Y
Bottom
6425.2926
-0.0244
319.4499
4376.7939 57230.4413 -87867.2217
T1-Story1
DL+WIND-Y
Top
2327.1577
-0.0063
319.485
4377.0998 21913.4275 -31924.3812
T1-Story1
DL+WIND-Y
Bottom
2431.1934
-0.0063
319.485
4377.0998 21716.3972 -33083.8983
T1-Base
Dead
Top
4434.1525
- 0.0121
-0.0248
-0.2352
39467.8101 -60559.8101
T1-Base
Dead
Bottom
4560.2739
-0.0121
-0.0248
-0.2352
40619.2158 -62176.5481
T1-Base
Live
Top
6249.2975
-0.0178
-0.0358
-0.3179
55447.5212 -85714.4725
T1-Base
Live
Bottom
6249.2975
-0.0178
-0.0358
-0.3179
55447.5606 -85714.4921
T1-Base
EQ+X 1
Top
1.2126
-324.396
-0.0053
2 902.7122
8.8413
-2525.5518
T1-Base
EQ+X 1
Bottom
1.2126
-324.396
-0.0053
2902.7122
8.8472
-2882.3874
T1-Base
EQ+X 2
Top
1.2126
-324.396
-0.0053
2 902.7122
8.8413
-2525.5518
T1-Base
EQ+X 2
Bottom
1.2126
-324.396
-0.0053
2902.7122
8.8472
-2882.3874
T1-Base
EQ+X 3
Top
1.2126
-324.396
-0.0053
2 902.7122
8.8413
-2525.5518
T1-Base
EQ+X 3
Bottom
1.2126
-324.396
-0.0053
2902.7122
8.8472
-2882.3874
T1-Base
EQ+Y 1
Top
-0.274
-0.005
-322.104
-4411.2965 2497.6356
T1-Base
EQ+Y 1
Bottom
-0.274
-0.005
-322.104
-4411.2965
T1-Base
EQ+Y 2
Top
-0.274
-0.005
-322.104
-4411.2965 2497.6356
T1-Base
EQ+Y 2
Bottom
-0.274
-0.005
-322.104
-4411.2965
T1-Base
EQ+Y 3
Top
-0.274
-0.005
-322.104
-4411.2965 2497.6356
T1-Base
EQ+Y 3
Bottom
-0.274
-0.005
-322.104
-4411.2965
T1-Base
Wind+Y
Top
228.5468
-0.0025
-314.9627 -4389.1635 3172.6392 -3139.7498
T1-Base
W ind+Y
Bottom
228.5468
-0.0025
-314.9627 -4389.1635 3519.0982 -3139.7525
T1-Base
Wind-Y
Top
0.4694
0.0063
320.4436
4390.0256
-166.3336
- 0.6244
T1-Base
Wind-Y
Bottom
0.4694
0.0063
320.4436
4390.0256
-518.8215
-0.6174
T1-Base
1.5[DL+LL]
Top
16025.1749
-0.0449
-0.0909
-0.8297
142372.997
-219411
-0.0909
144100.164 -0.8297 6
-221837
Bottom
16214.3571
-0.0449
21837.649 -31924.4276 21837.649 -31924.4276
57427.335 -86707.6342
2851.95 2851.95 2851.95
0.258 0.2525 0.258 0.2525 0.258 0.2525
T1-Base
1.5[DL+LL]
T1-Base
DL+LL+WIND+Y
Top
10911.9967
-0.0324
-315.0233 -4389.7166 98087.9705
-149414
T1-Base
DL+LL+WIND+Y
Bottom
11038.1182
-0.0324
-315.0233
-151031
T1-Base
DL+WIND+Y
Top
4662.6993
-0.0146
-314.9875 -4389.3987 42640.4493 -63699.5599
T1-Base
DL+WIND+Y
Bottom
4788.8207
-0.0146
-314.9875 -4389.3987 44138.314 -65316.3005
T1-Base
0.7DL+WIND+Y
Top
3332.4535
-0.011
-314.9801 -4389.3281 30800.1062 -45531.6168
T1-Base
0.7DL+WIND+Y
Bottom
3420.7385
-0.011
-314.9801 -4389.3281 31952.5493 -46663.3361
T1-Base
DL+LL+EQ+X Max
Top
T1-Base
DL+LL+EQ+X Max
Bottom
T1-Base
DL+LL+EQ+X Min
Top
T1-Base
DL+LL+EQ+X Min
Bottom
T1-Base
DL+LL-EQ+X Max
Top
10682.2374
324.366
-0.0552
-2903.2653
T1-Base
DL+LL-EQ+X Max
Bottom
10808.3588
324.366
-0.0552
-2903.2653 96057.9293
-145009
T1-Base
DL+LL-EQ+X Min
Top
10682.2374
324.366
-0.0552
-2903.2653
-143749
-4389.7166 99585.8746
10684.6625 -324.4259
-0.0659
2902.1591 94924.1726
-148800
10810.784
-324.4259
-0.0659
2902.1591 96075.6236
-150773
10684.6625 -324.4259
-0.0659
2902.1591 94924.1726
-148800
10810.784
-0.0659
2902.1591 96075.6236
-150773
-324.4259
Page 63 of 122
94906.49 94906.49
-143749
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T1-Base
DL+LL-EQ+X Min
Bottom
10808.3588
324.366
-0.0552
-2903.2653 96057.9293
-145009
T1-Base
DL+LL+EQ+Y Max
Top
10683.176
-0.035
-322.1646
-4411.8497 97412.967
-146274
T1-Base
DL+LL+EQ+Y Max
Bottom
10809.2974
-0.035
-322.1646 -4411.8497 98918.7265
-147891
T1-Base
DL+LL+EQ+Y Min
Top
10683.176
-0.035
-322.1646
-146274
T1-Base
DL+LL+EQ+Y Min
Bottom
10809.2974
-0.035
-322.1646 -4411.8497 98918.7265
-147891
T1-Base
DL+LL-EQ+Y Max
Top
10683.7239
-0.0249
322.0434
4410.7434 92417.6957
-146275
T1-Base
DL+LL-EQ+Y Max
Bottom
10809.8454
-0.0249
322.0434
4410.7434 93214.8264
-147891
T1-Base
DL+LL-EQ+Y Min
Top
10683.7239
-0.0249
322.0434
4410.7434 92417.6957
-146275
T1-Base
DL+LL-EQ+Y Min
Bottom
10809.8454
-0.0249
322.0434
4410.7434 93214.8264
-147891
T1-Base
DL+EQ+X Max
Top
4435.3651
-324.4081
-0.0301
2902.477
39476.6514 -63085.362
T1-Base
DL+EQ+X Max
Bottom
4561.4865
-324.4081
-0.0301
2902.477
40628.063 -65058.9355
T1-Base
DL+EQ+X Min
Top
4435.3651
-324.4081
-0.0301
2902.477
39476.6514 -63085.362
T1-Base
DL+EQ+X Min
Bottom
4561.4865
-324.4081
-0.0301
2902.477
40628.063 -65058.9355
T1-Base
DL-EQ+X Max
Top
4432.9399
324.3838
-0.0194
-2902.9474 39458.9688 -58034.2583
T1-Base
DL-EQ+X Max
Bottom
4559.0614
324.3838
-0.0194
-2902.9474 40610.3687 -59294.1607
T1-Base
DL-EQ+X Min
Top
4432.9399
324.3838
-0.0194
-2902.9474 39458.9688 -58034.2583
T1-Base
DL-EQ+X Min
Bottom
4559.0614
324.3838
-0.0194
-2902.9474 40610.3687 -59294.1607
T1-Base
DL+EQ+Y Max
Top
4433.8785
-0.0172
-322.1288
-4411.5317 41965.4457 -60559.5521
T1-Base
DL+EQ+Y Max
Bottom
4560
-0.0172
-322.1288
-4411.5317 43471.1659 -62176.2956
T1-Base
DL+EQ+Y Min
Top
4433.8785
-0.0172
-322.1288 -4411.5317 41965.4457 -60559.5521
T1-Base
DL+EQ+Y Min
Bottom
4560
-0.0172
-322.1288 -4411.5317 43471.1659 -62176.2956
T1-Base
DL-EQ+Y Max
Top
4434.4265
-0.0071
322.0792
4411.0613 36970.1745 -60560.0682
T1-Base
DL-EQ+Y Max
Bottom
4560.5479
-0.0071
322.0792
4411.0613 37767.2658 -62176.8005
T1-Base
DL-EQ+Y Min
Top
4434.4265
-0.0071
322.0792
4411.0613 36970.1745 -60560.0682
T1-Base
DL-EQ+Y Min
Bottom
4560.5479
-0.0071
322.0792
4411.0613 37767.2658 -62176.8005
T1-Base
0.7DL+WIND-Y
Top
3104.3762
-0.0022
320.4262
4389.861
T1-Base
0.7DL+WIND-Y
Bottom
3192.6612
-0.0022
320.4262
4389.861 27914.6296 -43524.201
T1-Base
DL+LL+WIND-Y
Top
10683.9194
-0.0236
320.383
4389.4725 94748.9978
-146275
T1-Base
DL+LL+WIND-Y
Bottom
10810.0408
-0.0236
320.383
4389.4725 95547.9549
-147892
T1-Base
DL+WIND-Y
Top
4434.6219
-0.0058
320.4188
4389.7904 39301.4765 -60560.4345
T1-Base
DL+WIND-Y
Bottom
4560.7434
-0.0058
320.4188
4389.7904 40100.3943 -62177.1655
T1-Strap
Dead
Top
6348.9787
-0.0119
-0.025
-0.2397
56431.3659 -86710.4225
T1-Strap
Dead
Bottom
6471.1345
-0.0119
-0.025
-0.2397
57577.5485 -88180.184
T1-Strap
Live
Top
6249.2975
- 0.0176
-0.036
-0.3229
55447.5606 -85714.4921
T1-Strap
Live
Bottom
6249.2975
-0.0176
-0.036
-0.3229
55447.5966 -85714.5097
T1-Strap
EQ+X 1
Top
1.2126
-324.658
-0.0054
2905.062
8.8472
-2882.3874
T1-Strap
EQ+X 1
Bottom
1.2126
-324.658
-0.0054
2905.062
8.8525
-3207.0454
T1-Strap
EQ+X 2
Top
1.2126
-324.658
-0.0054
2905.062
8.8472
-2882.3874
T1-Strap
EQ+X 2
Bottom
1.2126
-324.658
-0.0054
2905.062
8.8525
-3207.0454
T1-Strap
EQ+X 3
Top
1.2126
-324.658
-0.0054
2905.062
8.8472
-2882.3874
T1-Strap
EQ+X 3
Bottom
1.2126
-324.658
-0.0054
2905.062
8.8525
-3207.0454
T1-Strap
EQ+Y 1
Top
-0.274
-0.005
-322.3671 -4414.8705
2851.95
0.2525
T1-Strap
EQ+Y 1
Bottom
-0.274
-0.005
-322.3671 -4414.8705 3174.3171
0.2474
T1-Strap
EQ+Y 2
Top
-0.274
-0.005
-322.3671 -4414.8705
0.2525
T1-Strap
EQ+Y 2
Bottom
-0.274
-0.005
-322.3671 -4414.8705 3174.3171
0.2474
T1-Strap
EQ+Y 3
Top
-0.274
-0.005
-322.3671 -4414.8705
0.2525
T1-Strap
EQ+Y 3
Bottom
-0.274
-0.005
-322.3671 -4414.8705 3174.3171
T1-S trap
W ind+Y
Top
228.5468
-0.0024
-315.2219 -4392.7387 3519.0982 -3139.7525
T1-S trap
W ind+Y
Bottom
228.5468
-0.0024
-315.2219 -4392.7387 3834.3201 -3139.7549
T1-Strap
Wind-Y
Top
0.4694
0.0063
320.707
4393.6022
-518.8215
-0.6174
T1-Strap
Wind-Y
Bottom
0.4694
0.0063
320.707
4393.6022
-839.5285
-0.6111
T1-Strap
1.5[DL+LL]
Top
18897.4142
-0.0442
-0.0915
T1-Strap
1.5[DL+LL]
Bottom
19080.648
-0.0442
-0.0915
Page 64 of 122
-4411.8497 97412.967
27461.1335 -42392.4915
2851.95 2851.95
167818.389 7 169537.717 -0.8439 7 -0.8439
0.2474
-258637 -260842
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
115398.024 6 116859.465 -4393.3013 2
MY kN-m
T1-Strap
DL+LL+WIND+Y
Top
12826.8229
-0.0319
-315.2829 -4393.3013
-175565
T1-Strap
DL+LL+WIND+Y
Bottom
12948.9788
-0.0319
-315.2829
-177034
T1-Strap
DL+WIND+Y
Top
6577.5255
-0.0143
-315.2468 -4392.9784 59950.464 -89850.1749
T1-Strap
DL+WIND+Y
Bottom
6699.6813
-0.0143
-315.2468
-4392.9784 61411.8686 -91319.9389
T1-Strap
0.7DL+WIND+Y
Top
4672.8319
-0.0108
-315.2394
-4392.9065 43021.0543 -63837.0482
T1-Strap
0.7DL+WIND+Y
Bottom
4758.341
-0.0108
-315.2394
-4392.9065 44138.604 -64865.8837
T1-Strap
DL+LL+EQ+X Max
Top
12599.4887 -324.6875
-0.0663
T1-Strap
DL+LL+EQ+X Max
Bottom
12721.6446 -324.6875
-0.0663
T1-Strap
DL+LL+EQ+X Min
Top
12599.4887 -324.6875
-0.0663
T1-Strap
DL+LL+EQ+X Min
Bottom
12721.6446 -324.6875
-0.0663
T1-Strap
DL+LL-EQ+X Max
Top
12597.0636
324.6285
-0.0556
T1-Strap
DL+LL-EQ+X Max
Bottom
12719.2194 324.6285
-0.0556
T1-Strap
DL+LL-EQ+X Min
Top
12597.0636 324.6285
-0.0556
T1-Strap
DL+LL-EQ+X Min
Bottom
12719.2194 324.6285
-0.0556
T1-Strap
DL+LL+EQ+Y Max
Top
12598.0022
-0.0345
-322.4281
T1-Strap
DL+LL+EQ+Y Max
Bottom
12720.158
-0.0345
-322.4281
T1-Strap
DL+LL+EQ+Y Min
Top
12598.0022
-0.0345
-322.4281
T1-Strap
DL+LL+EQ+Y Min
Bottom
12720.158
-0.0345
-322.4281
T1-Strap
DL+LL-EQ+Y Max
Top
12598.5501
-0.0244
322.3061
T1-Strap
DL+LL-EQ+Y Max
Bottom
12720.706
-0.0244
322.3061
4414.3078 109850.828
-173895
T1-Strap
DL+LL-EQ+Y Min
Top
12598.5501
-0.0244
322.3061
4414.3078
109026.976 4
-172425
T1-Strap
DL+LL-EQ+Y Min
Bottom
12720.706
-0.0244
322.3061
4414.3078 109850.828
-173895
T1-Strap
DL+EQ+X Max
Top
6350.1912
-324.6699
-0.0303
2904.8224
T1-Strap
DL+EQ+X Max
Bottom
6472.3471
-324.6699
-0.0303
2904.8224 57586.401 -91387.2294
T1-Strap
DL+EQ+X Min
Top
6350.1912
-324.6699
-0.0303
2904.8224
56440.213 -89592.8099
T1-Strap
DL+EQ+X Min
Bottom
6472.3471
-324.6699
-0.0303
2904.8224
57586.401 -91387.2294
T1-Strap
DL-EQ+X Max
Top
6347.7661
324.6461
-0.0196
-2905.3017 56422.5187 -83828.0351
T1-Strap
DL-EQ+X Max
Bottom
6469.922
324.6461
-0.0196
-2905.3017 57568.696 -84973.1386
T1-Strap
DL-EQ+X Min
Top
6347.7661
324.6461
-0.0196
-2905.3017 56422.5187 -83828.0351
T1-Strap
DL-EQ+X Min
Bottom
6469.922
324.6461
-0.0196
-2905.3017 57568.696 -84973.1386
T1-Strap
DL+EQ+Y Max
Top
6348.7047
-0.017
-322.392
-4415.1101 59283.3159 -86710.17
T1-Strap
DL+EQ+Y Max
Bottom
6470.8606
-0.017
-322.392
-4415.1101 60751.8656 -88179.9366
T1-Strap
DL+EQ+Y Min
Top
6348.7047
-0.017
-322.392
-4415.1101 59283.3159 -86710.17
T1-Strap
DL+EQ+Y Min
Bottom
6470.8606
-0.017
-322.392
-4415.1101 60751.8656 -88179.9366
T1-Strap
DL-EQ+Y Max
Top
6349.2526
-0.0069
322.3421
4414.6308 53579.4158 -86710.675
T1-Strap
DL-EQ+Y Max
Bottom
6471.4085
-0.0069
322.3421
4414.6308 54403.2314 -88180.4314
T1-Strap
DL-EQ+Y Min
Top
6349.2526
-0.0069
322.3421
4414.6308 53579.4158 -86710.675
T1-Strap
DL-EQ+Y Min
Bottom
6471.4085
-0.0069
322.3421
4414.6308 54403.2314 -88180.4314
T1-Strap
0.7DL+WIND-Y
Top
4444.7545
-0.002
320.6895
4393.4344 38983.1346 -60697.9131
T1-Strap
0.7DL+WIND-Y
Bottom
4530.2636
-0.002
320.6895
4393.4344 39464.7555 -61726.7399
T1-Strap
DL+LL+WIND-Y
Top
12598.7456
-0.0232
320.646
4393.0395 111360.105
-172426
T1-Strap
DL+LL+WIND-Y
Bottom
12720.9014
-0.0232
320.646
4393.0395
112185.616 7
-173895
T1-Strap
DL+WIND-Y
Top
6349.4481
-0.0056
320.682
4393.3625 55912.5444 -86711.0399
Page 65 of 122
111887.773 6 113033.997 2904.4994 7 111887.773 2904.4994 6 113033.997 2904.4994 7 111870.079 -2905.6247 3 113016.292 -2905.6247 6 111870.079 -2905.6247 3 113016.292 -2905.6247 6 114730.876 -4415.4331 5 116199.462 -4415.4331 2 114730.876 -4415.4331 5 116199.462 -4415.4331 2 109026.976 4414.3078 4 2904.4994
-175307 -177102 -175307 -177102 -169543 -170688 -169543 -170688 -172425 -173894 -172425 -173894 -172425
56440.213 -89592.8099
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T1-Strap
DL+WIND-Y
Bottom
6471.604
-0.0056
320.682
4393.3625
T3-GF Slab
Dead
Top
17.0101
0.0009
0.0027
0.073
T3-GF Slab
Dead
Bottom
292.9339
0.0033
-0.0026
-0.1055
T3-GF Slab
Live
Top
15.4538
0.0006
0.0015
0.0381
T3-GF Slab
Live
Bottom
209.0704
0.0023
-0.0029
-0.1063
T3-GF Slab
EQ+X 1
Top
0
-1.9845
0.0001
10.2816
0
0
T3-GF Slab
EQ+X 1
Bottom
0
-11.7192
0.0004
113.33
-0.0014
-28.7541
T3-GF Slab
EQ+X 2
Top
0
-1.9845
0.0001
10.2816
0
0
T3-GF Slab
EQ+X 2
Bottom
0
-11.7192
0.0004
113.33
-0.0014
-28.7541
T3-GF Slab
EQ+X 3
Top
0
-1.9845
0.0001
10.2816
0
0
T3-GF Slab
EQ+X 3
Bottom
0
-11.7192
0.0004
113.33
-0.0014
-28.7541
T3-GF Slab
EQ+Y 1
Top
0
0.0001
-1.9828
-57.0368
0
0
T3-GF Slab
EQ+Y 1
Bottom
0
0.0004
-11.714
-342.8844
28.737
0.0012
T3-GF Slab
EQ+Y 2
Top
0
0.0001
-1.9828
-57.0368
0
0
T3-GF Slab
EQ+Y 2
Bottom
0
0.0004
-11.714
-342.8844
28.737
0.0012
T3-GF Slab
EQ+Y 3
Top
0
0.0001
-1.9828
-57.0368
0
0
T3-GF Slab
EQ+Y 3
Bottom
0
0.0004
-11.714
-342.8844
28.737
0.0012
T3-GF Slab
Wind+Y
Top
0
0
0
0
0
0
T3-GF Slab
Wind+Y
Bottom
0
0
0
0
0
0
T3-GF Slab
Wind-Y
Top
0
0
0
0
0
0
T3-GF Slab
Wind-Y
Bottom
0
0
0
0
0
0
T3-GF Slab
1.5[DL+LL]
Top
48.6959
0.0021
0.0063
0.1667
257.7522
-1386.1549
T3-GF Slab
1.5[DL+LL]
Bottom
753.0065
0.0084
-0.0083
-0.3177
T3-GF Slab
DL+LL+WIND+Y
Top
32.4639
0.0014
0.0042
0.1111
T3-GF Slab
DL+LL+WIND+Y
Bottom
502.0043
0.0056
-0.0055
-0.2118
T3-GF Slab
DL+WIND+Y
Top
17.0101
0.0009
0.0027
0.073
T3-GF Slab
DL+W IND+Y
Bottom
292.9339
0.0033
-0.0026
-0.1055
T3-GF Slab
0.7DL+WIND+Y
Top
11.9071
0.0006
0.0019
0.0511
T3-GF Slab
0.7DL+WIND+Y
Bottom
205.0538
0.0023
-0.0018
-0.0738
T3-GF Slab
DL+LL+EQ+X Max
Top
32.4639
-1.9831
0.0043
10.3927
T3-GF Slab
DL+LL+EQ+X Max
Bottom
502.0043
-11.7136
-0.0051
113.1182
T3-GF Slab
DL+LL+EQ+X Mi n
Top
32.4639
-1.9831
0.0043
10.3927
T3-GF Slab
DL+LL+EQ+X Min
Bottom
502.0043
-11.7136
-0.0051
113.1182
5002.7521 -14710.0142
T3-GF Slab
DL+LL-EQ+X Max
Top
32.4639
1.9859
0.0041
-10.1704
171.8348
T3-GF Slab
DL+LL-EQ+X Max
Bottom
502.0043
11.7248
-0.0059
-113.5418
5002.7548 -14652.506
T3-GF Slab
DL+LL -EQ+X Min
Top
32.4639
1.9859
0.0041
-10.1704
171.8348
T3-GF Slab
DL+LL-EQ+X Min
Bottom
502.0043
11.7248
-0.0059
-113.5418
5002.7548 -14652.506
T3-GF Slab
DL+LL+EQ+Y Max
Top
32.4639
0.0016
-1.9786
-56.9257
171.8348
T3-GF Slab
DL+LL+EQ+Y Max
Bottom
502.0043
0.006
-11.7195
-343.0962
5031.4905 -14681.2589
T3-GF Slab
DL+LL+EQ+Y Mi n
Top
32.4639
0.0016
-1.9786
-56.9257
171.8348
T3-GF Slab
DL+LL+EQ+Y Min
Bottom
502.0043
0.006
-11.7195
-343.0962
5031.4905 -14681.2589
T3-GF Slab
DL+LL-EQ+Y Max
Top
32.4639
0.0013
1.9869
57.1479
T3-GF Slab
DL+LL-EQ+Y Max
Bottom
502.0043
0.0051
11.7085
342.6726
T3-GF Slab
DL+LL -EQ+Y Min
Top
32.4639
0.0013
1.9869
57.1479
T3-GF Slab
DL+LL-EQ+Y Min
Bottom
502.0043
0.0051
11.7085
342.6726
T3-GF Slab
DL+EQ+X Max
Top
17.0101
-1.9836
0.0028
10.3546
T3-GF Slab
DL+EQ+X Max
Bottom
292.9339
-11.7159
-0.0022
113.2245
T3-GF Slab
DL+EQ+X Min
Top
17.0101
-1.9836
0.0028
10.3546
T3-GF Slab
DL+EQ+X Min
Bottom
292.9339
-11.7159
-0.0022
113.2245
T3-GF Slab
DL-EQ+X Max
Top
17.0101
1.9853
0.0027
-10.2085
T3-GF Slab
DL-EQ+X Max
Bottom
292.9339
11.7225
-0.003
-113.4354
T3-GF Slab
DL-EQ+X Min
Top
17.0101
1.9853
0.0027
-10.2085
T3-GF Slab
DL-EQ+X Min
Bottom
292.9339
11.7225
-0.003
-113.4354
T3-GF Slab
DL+EQ+Y Max
Top
17.0101
0.001
-1.98
-56.9638
T3-GF Slab
DL+EQ+Y Max
Bottom
292.9339
0.0037
-11.7166
-342.9898
Page 66 of 122
56738.02 -88180.7951 87.9414
-485.3073
2908.3211 -8565.6842 83.8934
-438.796
2094.4324 -6115.5759
7504.1302 -22021.8902 171.8348
-924.1033
5002.7535 -14681.2601 87.9414
-485.3073
2908.3211 -8565.6842 61.559
-339.7151
2035.8247 -5995.9789 171.8348
-924.1033
5002.7521 -14710.0142 171.8348
171.8348
-924.1033 -924.1033 -924.1033 -924.1033 -924.1033 -924.1033
4974.0164 -14681.2613 171.8348
-924.1033
4974.0164 -14681.2613 87.9414
-485.3073
2908.3197 -8594.4383 87.9414
-485.3073
2908.3197 -8594.4383 87.9414
-485.3073
2908.3224 -8536.9301 87.9414
-485.3073
2908.3224 -8536.9301 87.9414
-485.3073
2937.0581 -8565.6829
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
87.9414
-485.3073
T3-GF Slab
DL+EQ+Y Min
Top
17.0101
0.001
-1.98
-56.9638
T3-GF Slab
DL+EQ+Y Min
Bottom
292.9339
0.0037
-11.7166
-342.9898
T3-GF Slab
DL-EQ+Y Max
Top
17.0101
0.0007
1.9855
57.1098
87.9414
-485.3073
T3-GF Slab
DL-EQ+Y Max
Bottom
292.9339
0.0029
11.7114
342.7789
2879.584
-8565.6854
T3-GF Slab
DL-EQ+Y Min
Top
17.0101
0.0007
1.9855
57.1098
87.9414
-485.3073
T3-GF Slab
DL-EQ+Y Min
Bottom
292.9339
0.0029
11.7114
342.7789
2879.584
-8565.6854
T3-GF Slab
0.7DL+WIND-Y
Top
11.9071
0.0006
0.0019
0.0511
61.559
-339.7151
T3-GF Slab
0.7DL+WIND-Y
Bottom
205.0538
0.0023
-0.0018
-0.0738
T3-GF Slab
DL+LL+WIND-Y
Top
32.4639
0.0014
0.0042
0.1111
T3-GF Slab
DL+LL+WIND-Y
Bottom
502.0043
0.0056
-0.0055
-0.2118
T3-GF Slab
DL+WIND-Y
Top
17.0101
0.0009
0.0027
0.073
T3-GF Slab
DL+W IND-Y
Bottom
292.9339
0.0033
-0.0026
-0.1055
T3-Plinth
Dead
Top
409.3167
0.0037
-0.0034
-0.136
3986.9963 -11975.7664
T3-Plinth
Dead
Bottom
443.9565
0.0037
-0.0034
-0.136
4315.0881 -12989.4902
T3-Plinth
Live
Top
214.1899
0.0026
-0.0038
-0.1348
2094.4324 -6268.7433
T3-Plinth
Live
Bottom
214.1899
0.0026
-0.0038
-0.1348
2094.4366 -6268.7405
T3-Plinth
EQ+X 1
Top
0
-11.7235
0.0004
113.3731
-0.0014
T3-Plinth
EQ+X 1
Bottom
0
-11.7235
0.0004
113.3731
-0.0018
-41.65
T3-Plinth
EQ+X 2
Top
0
-11.7235
0.0004
113.3731
-0.0014
-28.7541
T3-Plinth
EQ+X 2
Bottom
0
-11.7235
0.0004
113.3731
-0.0018
-41.65
T3-Plinth
EQ+X 3
Top
0
-11.7235
0.0004
113.3731
-0.0014
-28.7541
T3-Plinth
EQ+X 3
Bottom
0
-11.7235
0.0004
113.3731
-0.0018
-41.65
T3-Plinth
EQ+Y 1
Top
0
0.0005
-11.7185
-343.0165
28.737
0.0012
T3-Plinth
EQ+Y 1
Bottom
0
0.0005
-11.7185
-343.0165
41.6274
0.0017
T3-Plinth
EQ+Y 2
Top
0
0.0005
-11.7185
-343.0165
28.737
0.0012
T3-Plinth
EQ+Y 2
Bottom
0
0.0005
-11.7185
-343.0165
41.6274
0.0017
T3-Plinth
EQ+Y 3
Top
0
0.0005
-11.7185
-343.0165
28.737
0.0012
T3-Plinth
EQ+Y 3
Bottom
0
0.0005
-11.7185
-343.0165
41.6274
0.0017
T3-Plinth
Wind+Y
Top
0
0
0
0
0
0
T3-Plinth
Wind+Y
Bottom
0
0
0
0
0
0
T3-Plinth
Wind-Y
Top
0
0
0
0
0
0
T3-Plinth
Wind-Y
Bottom
0
0
0
0
0
0
T3-Plinth
1.5[DL+LL]
Top
935.26
0.0094
-0.0108
-0.4062
9122.143 -27366.7646
T3-Pli nth
1.5[DL+LL]
Bottom
987.2197
0.0094
-0.0108
-0.4062
9614.2871 -28887.346
T3-Pli nth
DL+LL+W IND+Y
Top
623.5067
0.0063
-0.0072
-0.2708
6081.4287 -18244.5097
T3-Plinth
DL+LL+WIND+Y
Bottom
658.1465
0.0063
-0.0072
-0.2708
6409.5247 -19258.2307
T3-Plinth
DL+WIND+Y
Top
409.3167
0.0037
-0.0034
-0.136
3986.9963 -11975.7664
T3-Pli nth
DL+W IND+Y
Bottom
443.9565
0.0037
-0.0034
-0.136
4315.0881 -12989.4902
T3-Pli nth
0.7DL+W IND+Y
Top
286.5217
0.0026
-0.0024
-0.0952
2790.8974 -8383.0365
T3-Plinth
0.7DL+WIND+Y
Bottom
310.7696
0.0026
-0.0024
-0.0952
3020.5617 -9092.6431
T3-Plinth
DL+LL+EQ+X Max
Top
623.5067
-11.7173
-0.0068
113.1023
6081.4273 -18273.2638
T3-Plinth
DL+LL+EQ+X Max
Bottom
658.1465
-11.7173
-0.0068
113.1023
6409.5229 -19299.8807
T3-Plinth
DL+LL+EQ+X Min
Top
623.5067
-11.7173
-0.0068
113.1023
6081.4273 -18273.2638
T3-Plinth
DL+LL+EQ+X Min
Bottom
658.1465
-11.7173
-0.0068
113.1023
6409.5229 -19299.8807
T3-Plinth
DL+LL-EQ+X Max
Top
623.5067
11.7298
-0.0076
-113.6439
T3-Plinth
DL+LL-EQ+X Max
Bottom
658.1465
11.7298
-0.0076
-113.6439
T3-Plinth
DL+LL-EQ+X Min
Top
623.5067
11.7298
-0.0076
-113.6439
T3-Plinth
DL+LL-EQ+X Min
Bottom
658.1465
11.7298
-0.0076
-113.6439
6409.5265 -19216.5807
T3-Plinth
DL+LL+EQ+Y Max
Top
623.5067
0.0067
-11.7258
-343.2873
6110.1657 -18244.5085
T3-Plinth
DL+LL+EQ+Y Max
Bottom
658.1465
0.0067
-11.7258
-343.2873
6451.1521 -19258.2289
T3-Plinth
DL+LL+EQ+Y Min
Top
623.5067
0.0067
-11.7258
-343.2873
6110.1657 -18244.5085
T3-Plinth
DL+LL+EQ+Y Min
Bottom
658.1465
0.0067
-11.7258
-343.2873
6451.1521 -19258.2289
T3-Plinth
DL+LL-EQ+Y Max
Top
623.5067
0.0058
11.7113
342.7457
6052.6916 -18244.5109
T3-Plinth
DL+LL-EQ+Y Max
Bottom
658.1465
0.0058
11.7113
342.7457
6367.8973 -19258.2324
T3-Plinth
DL+LL-EQ+Y Min
Top
623.5067
0.0058
11.7113
342.7457
6052.6916 -18244.5109
Page 67 of 122
2937.0581 -8565.6829
2035.8247 -5995.9789 171.8348
-924.1033
5002.7535 -14681.2601 87.9414
-485.3073
2908.3211 -8565.6842
6081.43
-28.7541
-18215.7556
6409.5265 -19216.5807 6081.43
-18215.7556
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m
T3-Plinth
DL+LL-EQ+Y Min
Bottom
658.1465
0.0058
11.7113
342.7457
6367.8973 -19258.2324
T3-Plinth
DL+EQ+X Max
Top
409.3167
-11.7198
-0.0031
113.2371
3986.9949 -12004.5205
T3-Plinth
DL+EQ+X Max
Bottom
443.9565
-11.7198
-0.0031
113.2371
4315.0863 -13031.1402
T3-Plinth
DL+EQ+X Min
Top
409.3167
-11.7198
-0.0031
113.2371
3986.9949 -12004.5205
T3-Plinth
DL+EQ+X Min
Bottom
443.9565
-11.7198
-0.0031
113.2371
4315.0863 -13031.1402
T3-Pli nth
DL-EQ+X Max
Top
409.3167
11.7273
-0.0038
-113.509
3986.9976 -11947.0123
T3-Plinth
DL-EQ+X Max
Bottom
443.9565
11.7273
-0.0038
-113.509
4315.0899 -12947.8402
T3-Pli nth
DL-EQ+X Min
Top
409.3167
11.7273
-0.0038
-113.509
3986.9976 -11947.0123
T3-Plinth
DL-EQ+X Min
Bottom
443.9565
11.7273
-0.0038
-113.509
4315.0899 -12947.8402
T3-Pli nth
DL+EQ+Y Max
Top
409.3167
0.0042
-11.722
-343.1525
4015.7333 -11975.7652
T3-Plinth
DL+EQ+Y Max
Bottom
443.9565
0.0042
-11.722
-343.1525
4356.7156 -12989.4885
T3-Pli nth
DL+EQ+Y Min
Top
409.3167
0.0042
-11.722
-343.1525
4015.7333 -11975.7652
T3-Plinth
DL+EQ+Y Min
Bottom
443.9565
0.0042
-11.722
-343.1525
4356.7156 -12989.4885
T3-Pli nth
DL-EQ+Y Max
Top
409.3167
0.0033
11.7151
342.8805
3 958.2592 -11975.7677
T3-Plinth
DL-EQ+Y Max
Bottom
443.9565
0.0033
11.7151
342.8805
4273.4607 -12989.4919
T3-Pli nth
DL-EQ+Y Min
Top
409.3167
0.0033
11.7151
342.8805
3 958.2592 -11975.7677
T3-Plinth
DL-EQ+Y Min
Bottom
443.9565
0.0033
11.7151
342.8805
4273.4607 -12989.4919
T3-Pli nth
0.7DL+W IND-Y
Top
286.5217
0.0026
-0.0024
-0.0952
2790.8974 -8383.0365
T3-Plinth
0.7DL+WIND-Y
Bottom
310.7696
0.0026
-0.0024
-0.0952
3020.5617 -9092.6431
T3-Pli nth
DL+LL+W IND-Y
Top
623.5067
0.0063
-0.0072
-0.2708
6081.4287 -18244.5097
T3-Plinth
DL+LL+WIND-Y
Bottom
658.1465
0.0063
-0.0072
-0.2708
6409.5247 -19258.2307
T3-Plinth
DL+WIND-Y
Top
409.3167
0.0037
-0.0034
-0.136
3986.9963 -11975.7664
T3-Pli nth
DL+W IND-Y
Bottom
443.9565
0.0037
-0.0034
-0.136
4315.0881 -12989.4902
T3-Strap
Dead
Top
557.2992
0.0039
-0.0036
-0.1416
5393.7633 -16308.6196
T3-Strap
Dead
Bottom
588.7899
0.0039
-0.0036
-0.1416
5 692.0288 -17230.1865
T3-Strap
Live
Top
214.1899
0.0027
-0.0039
-0.1397
2094.4366 -6268.7405
T3-Strap
Live
Bottom
214.1899
0.0027
-0.0039
-0.1397
2094.4405 -6268.7378
T3-Strap
EQ+X 1
Top
0
-11.7253
0.0004
113.3896
-0.0018
-41.65
T3-Strap
EQ+X 1
Bottom
0
-11.7253
0.0004
113.3896
-0.0022
-53.3753
T3-Strap
EQ+X 2
Top
0
-11.7253
0.0004
113.3896
-0.0018
-41.65
T3-Strap
EQ+X 2
Bottom
0
-11.7253
0.0004
113.3896
-0.0022
-53.3753
T3-Strap
EQ+X 3
Top
0
-11.7253
0.0004
113.3896
-0.0018
-41.65
T3-Strap
EQ+X 3
Bottom
0
-11.7253
0.0004
113.3896
-0.0022
-53.3753
T3-Strap
EQ+Y 1
Top
0
0.0005
-11.7206
-343.0773
41.6274
0.0017
T3-Strap
EQ+Y 1
Bottom
0
0.0005
-11.7206
-343.0773
53.348
0.0022
T3-Strap
EQ+Y 2
Top
0
0.0005
-11.7206
-343.0773
41.6274
0.0017
T3-Strap
EQ+Y 2
Bottom
0
0.0005
-11.7206
-343.0773
53.348
0.0022
T3-Strap
EQ+Y 3
Top
0
0.0005
-11.7206
-343.0773
41.6274
0.0017
T3-Strap
EQ+Y 3
Bottom
0
0.0005
-11.7206
-343.0773
53.348
0.0022
T3-Strap
Wind+Y
Top
0
0
0
0
0
0
T3-Strap
Wind+Y
Bottom
0
0
0
0
0
0
T3-Strap
Wind-Y
Top
0
0
0
0
0
0
T3-Strap
Wind-Y
Bottom
0
0
0
0
0
0
T3-Strap
1.5[DL+LL]
Top
1157.2338
0.0098
-0.0112
-0.422
11232.2999 -33866.0401
T3-S trap
1.5[DL+LL]
Bottom
1204.4698
0.0098
-0.0112
-0.422
11679.7039 -35248.3864
T3-S trap
DL+LL+W IND+Y
Top
771.4892
0.0066
-0.0075
-0.2813
7488.1999
T3-Strap
DL+LL+WIND+Y
Bottom
802.9799
0.0066
-0.0075
-0.2813
7786.4693 -23498.9243
T3-Strap
DL+WIND+Y
Top
557.2992
0.0039
-0.0036
-0.1416
5393.7633 -16308.6196
T3-S trap
DL+W IND+Y
Bottom
588.7899
0.0039
-0.0036
-0.1416
5692.0288 -17230.1865
T3-S trap
0.7DL+W IND+Y
Top
390.1095
0.0027
-0.0025
-0.0992
3775.6343 -11416.0337
T3-Strap
0.7DL+WIND+Y
Bottom
412.1529
0.0027
-0.0025
-0.0992
3984.4202 -12061.1305
T3-Strap
DL+LL+EQ+X Max
Top
771.4892
-11.7187
-0.0071
113.1083
T3-Strap
DL+LL+EQ+X Max
Bottom
802.9799
-11.7187
-0.0071
113.1083
7786.4671 -23552.2995
T3-Strap
DL+LL+EQ+X Min
Top
771.4892
-11.7187
-0.0071
113.1083
7488.1981
T3-Strap
DL+LL+EQ+X Min
Bottom
802.9799
-11.7187
-0.0071
113.1083
7786.4671 -23552.2995
Page 68 of 122
7488.1981
-22577.36
-22619.01 -22619.01
Analysis Results
Story
9/19/2015
Load Case/Combo Location
P kN
VX kN
VY kN
T kN-m
MX kN-m
MY kN-m -22535.71
T3-Strap
DL+LL-EQ+X Max
Top
771.4892
11.7318
-0.0078
-113.6709
7488.2017
T3-Strap
DL+LL-EQ+X Max
Bottom
802.9799
11.7318
-0.0078
-113.6709
7786.4714 -23445.549
T3-Strap
DL+LL-EQ+X Min
Top
771.4892
11.7318
-0.0078
-113.6709
7488.2017
T3-Strap
DL+LL-EQ+X Min
Bottom
802.9799
11.7318
-0.0078
-113.6709
7786.4714 -23445.549
T3-Strap
DL+LL+EQ+Y Max
Top
771.4892
0.007
-11.7281
-343.3586
7529.8273 -22577.3583
T3-Strap
DL+LL+EQ+Y Max
Bottom
802.9799
0.007
-11.7281
-343.3586
7839.8173 -23498.922
T3-Strap
DL+LL+EQ+Y Min
Top
771.4892
0.007
-11.7281
-343.3586
7529.8273 -22577.3583
T3-Strap
DL+LL+EQ+Y Min
Bottom
802.9799
0.007
-11.7281
-343.3586
7839.8173 -23498.922
T3-Strap
DL+LL-EQ+Y Max
Top
771.4892
0.0061
11.7131
342.796
7446.5725 -22577.3618
T3-Strap
DL+LL-EQ+Y Max
Bottom
802.9799
0.0061
11.7131
342.796
7733.1212 -23498.9265
T3-Strap
DL+LL-EQ+Y Min
Top
771.4892
0.0061
11.7131
342.796
7446.5725 -22577.3618
T3-Strap
DL+LL-EQ+Y Min
Bottom
802.9799
0.0061
11.7131
342.796
7733.1212 -23498.9265
T3-S trap
DL+EQ+X Max
Top
557.2992
-11.7214
-0.0032
113.248
5393.7615 -16350.2696
T3-Strap
DL+EQ+X Max
Bottom
588.7899
-11.7214
-0.0032
113.248
5692.0266 -17283.5617
T3-S trap
DL+EQ+X Min
Top
557.2992
-11.7214
-0.0032
113.248
5393.7615 -16350.2696
T3-Strap
DL+EQ+X Min
Bottom
588.7899
-11.7214
-0.0032
113.248
5692.0266 -17283.5617
T3-S trap
DL-EQ+X Max
Top
557.2992
11.7292
-0.0039
-113.5312
5393.7651 -16266.9696
T3-Strap
DL-EQ+X Max
Bottom
588.7899
11.7292
-0.0039
-113.5312
5692.031 -17176.8112
T3-S trap
DL-EQ+X Min
Top
557.2992
11.7292
-0.0039
-113.5312
5393.7651 -16266.9696
T3-Strap
DL-EQ+X Min
Bottom
588.7899
11.7292
-0.0039
-113.5312
5692.031 -17176.8112
T3-Strap
DL+EQ+Y Max
Top
557.2992
0.0044
-11.7242
-343.2189
5435.3908 -16308.6178
T3-Strap
DL+EQ+Y Max
Bottom
588.7899
0.0044
-11.7242
-343.2189
5745.3768 -17230.1842
T3-S trap
DL+EQ+Y Min
Top
557.2992
0.0044
-11.7242
-343.2189
5435.3908 -16308.6178
T3-Strap
DL+EQ+Y Min
Bottom
588.7899
0.0044
-11.7242
-343.2189
5745.3768 -17230.1842
T3-S trap
DL-EQ+Y Max
Top
557.2992
0.0034
11.717
342.9356
5352.1359 -16308.6213
T3-Strap
DL-EQ+Y Max
Bottom
588.7899
0.0034
11.717
342.9356
5638.6808 -17230.1887
T3-S trap
DL-EQ+Y Min
Top
557.2992
0.0034
11.717
342.9356
5352.1359 -16308.6213
T3-S trap
DL-EQ+Y Min
Bottom
588.7899
0.0034
11.717
342.9356
5638.6808 -17230.1887
T3-S trap
0.7DL+W IND-Y
Top
390.1095
0.0027
-0.0025
-0.0992
3775.6343 -11416.0337
T3-Strap
0.7DL+WIND-Y
Bottom
412.1529
0.0027
-0.0025
-0.0992
3984.4202 -12061.1305
T3-S trap
DL+LL+W IND-Y
Top
771.4892
0.0066
-0.0075
-0.2813
7488.1999
T3-Strap
DL+LL+WIND-Y
Bottom
802.9799
0.0066
-0.0075
-0.2813
7786.4693 -23498.9243
T3-Strap
DL+WIND-Y
Top
557.2992
0.0039
-0.0036
-0.1416
5393.7633 -16308.6196
T3-S trap
DL+W IND-Y
Bottom
588.7899
0.0039
-0.0036
-0.1416
5692.0288 -17230.1865
-22535.71
-22577.36
5.3 Modal Results Table 5.7 - Modal Participating Mass Ratios (Part 1 of 2) Case
Mode
Period sec
UX
UY
UZ
Sum UX
Sum UY
Sum UZ
Modal
1
1.009
0.207
5.994E-06
0
0.207
5.994E-06
0
Modal
2
0.834
0.0001
0.2295
0
0.207
0.2296
0
Modal
3
0.779
0.0001
0.0696
0
0.2071
0.2991
0
Modal
4
0.51
0.1659
3.457E-06
0
0.373
0.2992
0
Modal
5
0.45
0.0007
0.0003
0
0.3737
0.2994
0
Modal
6
0.405
0.0001
0.0722
0
0.3737
0.3717
0
Modal
7
0.376
0.0069
0.0058
0
0.3806
0.3774
0
Modal
8
0.364
0.0021
0.0099
0
0.3827
0.3873
0
Modal
9
0.323
0.0009
0.0001
0
0.3836
0.3874
0
Modal
10
0.221
1.162E-06
0.0001
0
0.3836
0.3875
0
Modal
11
0.204
0.0002
0
0
0.3838
0.3875
0
Modal
12
0.18
0.0001
0
0
0.3838
0.3875
0
Modal
13
0.167
0.0157
0.0003
0
0.3995
0.3878
0
Modal
14
0.149
0
0
0
0.3995
0.3878
0
Modal
15
0.124
0.0001
9.888E-06
0
0.3997
0.3878
0
Page 69 of 122
Analysis Results
9/19/2015
Case
Mode
Period sec
UX
UY
UZ
Sum UX
Sum UY
Sum UZ
Modal
16
0.12
0.0043
0.0001
0
0.404
0.3878
0
Modal
17
0.117
0.0034
0.4784
0
0.4073
0.8663
0
Modal
18
0.117
0.3247
0.0053
0
0.732
0.8716
0
Modal
19
0.115
0.1513
3.348E-05
0
0.8833
0.8716
0
Modal
20
0.11
0.0041
0
0
0.8874
0.8716
0
Modal
21
0.109
0.0096
0.0117
0
0.897
0.8833
0
Modal
22
0.105
0.0001
0.0003
0
0.8971
0.8836
0
Modal
23
0.102
0.0025
0.0304
0
0.8996
0.9141
0
Modal
24
0.102
0.0002
0
0
0.8999
0.9141
0
Modal
25
0.096
0
0
0
0.8999
0.9141
0
Modal
26
0.094
0.0007
0.0002
0
0.9006
0.9143
0
Modal
27
0.09
7.701E-06
0
0
0.9006
0.9143
0
Modal
28
0.084
0
0
0
0.9006
0.9143
0
Modal
29
0.079
3.242E-06
0
0
0.9006
0.9143
0
Modal
30
0.077
0
0
0
0.9006
0.9143
0
Modal
31
0.07
2.016E-06
0
0
0.9006
0.9143
0
Modal
32
0.068
5.527E-07
0
0
0.9006
0.9143
0
Modal
33
0.067
8.265E-06
0
0
0.9006
0.9143
0
Modal
34
0.064
7.18E-06
0
0
0.9006
0.9143
0
Modal
35
0.062
0.0118
0.0027
0
0.9124
0.917
0
Modal
36
0.061
0
0
0
0.9124
0.917
0
Modal
37
0.059
0
0
0
0.9124
0.917
0
Modal
38
0.057
0
0
0
0.9124
0.917
0
Modal
39
0.056
0.0064
0.0068
0
0.9188
0.9238
0
Modal
40
0.052
7.53E-07
0
0
0.9188
0.9238
0
Table 5.7 - Modal Participating Mass Ratios (Part 2 of 2) Case
Mode
RX
RY
RZ
Sum RX
Modal
1
1.667E-05
Modal
2
0.5237
Modal
3
0.146
Modal
4
Modal
5
Modal
6
0.0083
8.33E-07
Modal
7
0.0018
2.731E-05
Modal
8
0.0043
1.77E-06
Modal
9
0.0001
Modal
10
0.0001
Modal
11
0
Modal
12
0
Modal
13
3.876E-05
Modal
14
Modal
15
Modal
16
Modal
17
Modal
0.6787
0.0002
1.667E-05
0.6787
0.0002
0.0002
0.0797
0.5237
0.6789
0.0799
0.0003
0.1908
0.6697
0.6793
0.2707
8.832E-07
0.0098
0.0001
0.6697
0.6891
0.2708
3.714E-05
0.0001
0.0212
0.6698
0.6892
0.292
0.023
0.678
0.6892
0.315
0.0056
0.6798
0.6892
0.3206
0.0284
0.6841
0.6892
0.349
6.718E-06
0.0068
0.6842
0.6892
0.3558
6.449E-06
0.0001
0.6843
0.6892
0.3559
0.0018
0
0.6843
0.691
0.3559
0.0004
0.0001
0.6843
0.6915
0.3559
0.0028
0.0002
0.6843
0.6943
0.3561
0
0.0002
1.812E-05
0.6843
0.6945
0.3561
1.154E-05
3.327E-05
1.801E-05
0.6844
0.6945
0.3561
0.0001
0.0016
1.724E-05
0.6844
0.6961
0.3562
0.1955
0.0014
0.0069
0.88
0.6975
0.3631
18
0.0021
0.1324
0.0001
0.8821
0.8299
0.3632
Modal
19
1.03E-05
0.0623
3.479E-06
0.8821
0.8922
0.3632
Modal
20
0
0.0016
0.0001
0.8821
0.8937
0.3633
Modal
21
0.0001
1.184E-05
0.0077
0.8822
0.8938
0.371
Modal
22
0.0001
2.591E-05
0.4353
0.8823
0.8938
0.8063
Modal
23
8.362E-06
3.518E-05
0.077
0.8823
0.8938
0.8833
Modal
24
0
4.463E-05
0.0003
0.8823
0.8939
0.8836
Modal
25
2.934E-06
1.255E-06
7.445E-07
0.8824
0.8939
0.8836
Modal
26
1.217E-06
5.669E-06
0.0009
0.8824
0.8939
0.8845
Modal
27
0
3.552E-06
7.07E-07
0.8824
0.8939
0.8845
Page 70 of 122
Sum RY
Sum RZ
Analysis Results
9/19/2015
Case
Mode
RX
RY
RZ
Sum RX
Sum RY
Sum RZ
Modal
28
3.51E-05
0
0
0.8824
0.8939
0.8845
Modal
29
0
5.088E-07
5.546E-06
0.8824
0.8939
0.8845
Modal
30
4.163E-05
0
0
0.8824
0.8939
0.8845
Modal
31
0
7.943E-06
2.11E-06
0.8824
0.8939
0.8845
Modal
32
2.436E-06
6.607E-07
0
0.8824
0.8939
0.8845
Modal
33
0
6.174E-06
7.066E-07
0.8824
0.8939
0.8845
Modal
34
0
1.285E-06
0
0.8824
0.8939
0.8845
Modal
35
0.0017
0.0047
0.0168
0.8842
0.8986
0.9013
Modal
36
5.391E-07
0
0
0.8842
0.8986
0.9013
Modal
37
7.282E-07
1.619E-06
0
0.8842
0.8986
0.9013
Modal
38
0
1.178E-06
1.461E-06
0.8842
0.8986
0.9013
Modal
39
0.0064
0.0024
0.0086
0.8906
0.901
0.9099
Modal
40
0
5.847E-07
0
0.8906
0.901
0.9099
Table 5.8 - Modal Load Participation Ratios Static Dynamic Case Item Type Item % % Modal
Acceleration
UX
99.98
91.88
Modal
Acceleration
UY
99.98
92.38
Modal
Acceleration
UZ
0
0
Page 71 of 122
Design Data
9/19/2015
6 Design Data This chapter provides design data and results. 6.1 Steel Frame Design Table 6.1 - Steel Frame Preferences - IS 800-2007 Item
Value
Multi-Response Design
Step-by-Step - All
Frame Type
Label
Story
Section
C29
T1-Story5
ISMB250
C35
T1-Story5
ISMB250
C2
T1-Story5 Tube 50x50x4
C3
T1-Story5 Tube 50x50x4
C4
T1-Story5 Tube 50x50x4
C5
T1-Story5 Tube 50x50x4
C42
T1-Story5 Tube 50x50x4
C43
T1-Story5 Tube 50x50x4
C44
T1-Story5 Tube 50x50x4
C50
T1-Story5 Tube 50x50x4
C52
T1-Story5 Tube 50x50x4
C53
T1-Story5 Tube 50x50x4
C54
T1-Story5 Tube 50x50x4
C62
T1-Story5 Tube 50x50x4
C63
T1-Story5 Tube 50x50x4
C66
T1-Story5 Tube 50x50x4
C77
T1-Story5 Tube 50x50x4
C79
T1-Story5 Tube 50x50x4
C80
T1-Story5 Tube 50x50x4
Consider P-Delta Done?
No
GammaM0
1.1
GammaM1
1.25
Ignore Seismic Code?
No
Ignore Special Seismic Load?
No
Doubler Plate Plug-Welded?
No
Consider Deflection?
No
Pattern Live Load Factor
0.75
D/C Ratio Limit
1
Table 6.2 - Steel Column Envelope Moment SigmaE Interaction PMM Combo V Ratio Ratio Check 0.408 = 0.276 + 0.048 + 0.085 0.459 = 0.308 + 0.051 + 0.1 0.428 = 0.428 + 0.15 + 0.027 0.495 = 0 + 0.472 + 0.023 0.259 = 0.216 + 0.038 + 0.005 0.344 = 0.067 + 0.271 + 0.006 0.494 = 0 + 0.471 + 0.023 0.239 = 0.004 + 0.233 + 0.003 0.354 = 0.324 + 0.025 + 0.005 0.729 = 0.729 + 0.306 + 0.054 0.46 = 0 + 0.433 + 0.027 0.424 = 0.395 + 0.022 + 0.008 0.44 = 0.312 + 0.123 + 0.005 0.458 = 0 + 0.431 + 0.027 0.453 = 0.412 + 0.033 + 0.008 0.556 = 0.531 + 0.016 + 0.009 0.822 = 0.822 + 0.023 + 0.083 0.414 = 0.379 + 0.019 + 0.016 0.457 = 0.443 + 0.005 + 0.009
Class
Cont. Plate cm²
Dbl. Plate mm
B/C Ratio Major
B/C Ratio Minor
-7.3
-50
0
0
DL+LL+WIND+Y
0.021
0
Class 1
DL+LL+WIND+Y
0.021
0
Class 1
DL+LL+WIND+Y
0.028
0
Class 1
DL+LL-EQ+X
0.044
0
Class 1
DL+LL+WIND-Y
0.024
0
Class 1
DL+LL+EQ+X
0.023
0
Class 1
-7.3
-50
0
0
DL+LL-EQ+X
0.044
0
Class 1
-7.3
-50
0
0
DL+LL-EQ+X
0.024
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.023
0
Class 1
DL+LL+WIND+Y
0.027
0
Class 1
DL+LL-EQ+X
0.045
0
Class 1
-7.3
-50
0
0
DL+LL+WIND-Y
0.028
0
Class 1
DL+LL-EQ+X
0.026
0
Class 1
-7.3
-50
0
0
DL+LL-EQ+X
0.045
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.028
0
Class 1
DL+LL+WIND+Y
0.026
0
Class 1
DL+LL+WIND+Y
0.02
0
Class 1
DL+LL+WIND-Y
0.035
0
Class 1
DL+LL+WIND-Y
0.022
0
Class 1
Page 72 of 122
Design Data
Label C81 C87 C88 C89 C96 C97 C98 C100 C106 C107 C108 C115 C116 C117 C118 C124 C125 C126 C20 C26 C29 C35 C60 C72 C37 C38 C39 C40 C45 C47 C48 C49
Story
9/19/2015
Section
Moment Interaction Check
0.489 = 0.37 + 0.113 + 0.006 0.389 = 0.046 + T1-Story5 Tube 50x50x4 0.327 + 0.016 0.494 = 0.481 + T1-Story5 Tube 50x50x4 0.003 + 0.01 0.613 = 0.601 + T1-Story5 Tube 50x50x4 0.002 + 0.011 0.748 = 0.748 + T1-Story5 Tube 50x50x4 0.352 + 0.058 0.489 = 0.347 + T1-Story5 Tube 50x50x4 0.128 + 0.015 0.444 = 0.405 + T1-Story5 Tube 50x50x4 0.031 + 0.008 0.454 = 0.429 + T1-Story5 Tube 50x50x4 0.018 + 0.007 0.456 = 0.006 + T1-Story5 Tube 50x50x4 0.435 + 0.015 0.473 = 0.426 + T1-Story5 Tube 50x50x4 0.038 + 0.009 0.574 = 0.545 + T1-Story5 Tube 50x50x4 0.019 + 0.01 0.464 = 0.464 + T1-Story5 Tube 50x50x4 0.168 + 0.029 0.456 = 0 + 0.431 T1-Story5 Tube 50x50x4 + 0.025 0.313 = 0.273 + T1-Story5 Tube 50x50x4 0.036 + 0.005 0.358 = 0.329 + T1-Story5 Tube 50x50x4 0.025 + 0.005 0.502 = 0 + 0.478 T1-Story5 Tube 50x50x4 + 0.023 0.289 = 0.234 + T1-Story5 Tube 50x50x4 0.05 + 0.004 0.43 = 0.398 + T1-Story5 Tube 50x50x4 0.026 + 0.006 0.606 = 0.032 + T1-Story4 ISMB250 0.402 + 0.173 0.666 = 0 + 0.261 T1-Story4 ISMB250 + 0.405 0.734 = 0.635 + T1-Story4 ISMB250 0.074 + 0.025 0.636 = 0.494 + T1-Story4 ISMB250 0.128 + 0.014 0.615 = 0.032 + T1-Story4 ISMB250 0.407 + 0.176 0.781 = 0.035 + T1-Story4 ISMB250 0.381 + 0.365 0.564 = 0.117 + T1-Story4 Tube 50x50x4 0.437 + 0.011 0.448 = 0.21 + T1-Story4 Tube 50x50x4 0.226 + 0.012 0.432 = 0.404 + T1-Story4 Tube 50x50x4 0.013 + 0.014 0.643 = 0.591 + T1-Story4 Tube 75X75X4 0.044 + 0.009 0.576 = 0.12 + T1-Story4 Tube 50x50x4 0.445 + 0.011 0.462 = 0.216 + T1-Story4 Tube 50x50x4 0.232 + 0.014 0.406 = 0.386 + T1-Story4 Tube 50x50x4 0.01 + 0.009 T1-Story5 Tube 50x50x4
T1-Story4 Tube 75X75X4
0.6 = 0.558 +
PMM Combo V Ratio
SigmaE Ratio
Class
Cont. Plate cm²
Dbl. Plate mm
B/C Ratio Major
B/C Ratio Minor
DL+LL+EQ+X
0.024
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.034
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.022
0
Class 1
DL+LL+WIND+Y
0.023
0
Class 1
DL+LL+WIND+Y
0.028
0
Class 1
DL+LL+WIND-Y
0.046
0
Class 1
DL+LL+WIND-Y
0.028
0
Class 1
DL+LL+WIND-Y
0.027
0
Class 1
DL+LL+EQ+X
0.045
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.028
0
Class 1
DL+LL+WIND+Y
0.026
0
Class 1
DL+LL+WIND+Y
0.028
0
Class 1
DL+LL+EQ+X
0.042
0
Class 1
-7.3
-50
0
0
DL+LL+WIND-Y
0.024
0
Class 1
DL+LL+WIND-Y
0.024
0
Class 1
DL+LL+EQ+X
0.045
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.024
0
Class 1
DL+LL+WIND+Y
0.023
0
Class 1
DL+LL-EQ+X
0.13
0
Class 1
-47.2
-250
0
0
DL+LL+WIND+Y
0 .131
0
Class 1
DL+LL+WIND+Y
0.03
0
Class 1
DL+LL+EQ+X
0.029
0
Class 1
-47.2
-250
0
0
DL+LL-EQ+X
0.13
0
Class 1
-47.2
-250
0
0
DL+LL+EQ+X
0.133
0
Class 1
-47.2
-250
0
0
DL+LL-EQ+X
0.042
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.024
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.006
0
Class 1
DL+LL+WIND+Y
0.1
0
Class 1
DL+LL-EQ+X
0.043
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.025
0
Class 1
-7.3
-50
0
0
DL+LL+WIND-Y
0.01
0
Class 1
DL+LL+WIND-Y
0.119
0
Class 1
Page 73 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
PMM Combo V Ratio
SigmaE Ratio
Class
Cont. Plate cm²
Dbl. Plate mm
B/C Ratio Major
B/C Ratio Minor
0.041 + 0.001 C55
T1-Story4 Tube 50x50x4
C57
T1-Story4 Tube 50x50x4
C58
T1-Story4 Tube 50x50x4
C61
T1-Story4 Tube 75X75X4
C68
T1-Story4 Tube 50x50x4
C71
T1-Story4 Tube 50x50x4
C73
T1-Story4 Tube 50x50x4
C76
T1-Story4 Tube 75X75X4
C82
T1-Story4 Tube 50x50x4
C83
T1-Story4 Tube 50x50x4
C84
T1-Story4 Tube 50x50x4
C85
T1-Story4 Tube 75X75X4
C90
T1-Story4 Tube 50x50x4
C92
T1-Story4 Tube 50x50x4
C93
T1-Story4 Tube 50x50x4
C95
T1-Story4 Tube 75X75X4
C101
T1-Story4 Tube 50x50x4
C102
T1-Story4 Tube 50x50x4
C104
T1-Story4 Tube 50x50x4
C105
T1-Story4 Tube 75X75X4
C109
T1-Story4 Tube 50x50x4
C110
T1-Story4 Tube 50x50x4
C112
T1-Story4 Tube 50x50x4
C113
T1-Story4 Tube 75X75X4
C120
T1-Story4 Tube 50x50x4
C121
T1-Story4 Tube 50x50x4
C122
T1-Story4 Tube 50x50x4
C123
T1-Story4 Tube 75X75X4
C127
T1-Story4 Tube 50x50x4
C128
T1-Story4 Tube 50x50x4
C129
T1-Story4 Tube 50x50x4
0.57 = 0.179 + 0.376 + 0.015 0.458 = 0.265 + 0.178 + 0.015 0.44 = 0.428 + 0.003 + 0.009 0.669 = 0.641 + 0.003 + 0.026 0.588 = 0.182 + 0.391 + 0.015 0.468 = 0.27 + 0.182 + 0.017 0.408 = 0.398 + 0.002 + 0.008 0.602 = 0.586 + 0.003 + 0.013 0.593 = 0.203 + 0.373 + 0.017 0.476 = 0.283 + 0.178 + 0.016 0.45 = 0.443 + 0.002 + 0.006 0.705 = 0.668 + 0.004 + 0.033 0.596 = 0.206 + 0.373 + 0.017 0.485 = 0.288 + 0.179 + 0.018 0.418 = 0.407 + 0.001 + 0.009 0.627 = 0.605 + 0.003 + 0.019 0.592 = 0.183 + 0.394 + 0.016 0.455 = 0.262 + 0.178 + 0.015 0.437 = 0.425 + 0.005 + 0.007 0.682 = 0.641 + 0.011 + 0.03 0.596 = 0.186 + 0.394 + 0.016 0.471 = 0.274 + 0.18 + 0.017 0.406 = 0.393 + 0.004 + 0.009 0.61 = 0.583 + 0.009 + 0.017 0.627 = 0.126 + 0.492 + 0.009 0.441 = 0.217 + 0.211 + 0.013 0.415 = 0.394 + 0.012 + 0.009 0.643 = 0.585 + 0.039 + 0.019 0.595 = 0.127 + 0.457 + 0.011 0.462 = 0.223 + 0.224 + 0.015 0.393 = 0.375 + 0.01 + 0.009
DL+LL-EQ+X
0.038
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.018
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.002
0
Class 1
DL+LL+WIND+Y
0.114
0
Class 1
DL+LL-EQ+X
0.04
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.019
0
Class 1
-7.3
-50
0
0
DL+LL+WIND-Y
0.009
0
Class 1
DL+LL+WIND-Y
0.14
0
Class 1
DL+LL+EQ+X
0.038
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.019
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.003
0
Class 1
DL+LL+WIND+Y
0.117
0
Class 1
DL+LL+EQ+X
0.038
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.019
0
Class 1
-7.3
-50
0
0
DL+LL+WIND-Y
0.01
0
Class 1
DL+LL+WIND-Y
0.146
0
Class 1
DL+LL+EQ+X
0.04
0
Class 1
-7.3
-50
0
0
DL+LL+EQ+X
0.019
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.002
0
Class 1
DL+LL+WIND+Y
0.109
0
Class 1
DL+LL+EQ+X
0.04
0
Class 1
-7.3
-50
0
0
DL+LL-EQ+X
0.019
0
Class 1
-7.3
-50
0
0
DL+LL+WIND-Y
0.009
0
Class 1
DL+LL+WIND-Y
0.137
0
Class 1
DL+LL+EQ+X
0.047
0
Class 1
-7.3
-50
0
0
DL+LL-EQ+X
0.022
0
Class 1
-7.3
-50
0
0
DL+LL+WIND+Y
0.005
0
Class 1
DL+LL+WIND+Y
0.092
0
Class 1
DL+LL+EQ+X
0.044
0
Class 1
-7.3
-50
0
0
DL+LL-EQ+X
0.024
0
Class 1
-7.3
-50
0
0
DL+LL+WIND-Y
0.01
0
Class 1
Page 74 of 122
Design Data
Label
Story
9/19/2015
Section
C130
T1-Story4 T1-Story4 Tube 75X75X4 75X75X4
C46 C46
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C41 C41
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C78 C78
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C91 C91
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C99 C99
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C111 C111
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C119 C119
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C13 C13
T1-S T1-Sto tory ry3 3
ISMB ISMB20 2000-D D
C14 C14
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C15 C15
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C16 C16
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C17 C17
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C18 C18
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C19 C19
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C27 C27
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C28 C28
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C56 C56
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C59 C59
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C74 C74
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C75 C75
T1-S T1-Sto tory ry3 3
ISMB ISMB30 300 0
C1
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C36 C36
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C51 C51
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C86 C86
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C94 C94
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C103 C103
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C114 C114
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C6
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C7
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C8
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C9
T1-Story1
ISMB200-D
Moment Interaction Check 0.596 = 0.55 + 0.036 + 0.01 0.473 = 0.063 + 0.377 + 0.033 0.549 = 0.052 + 0.438 + 0.06 0.684 = 0.116 + 0.558 + 0.01 0.772 = 0.133 + 0.621 + 0.017 0.814 = 0.142 + 0.655 + 0.016 0.815 = 0.133 + 0.666 + 0.016 0.786 = 0.117 + 0.648 + 0.02 0.658 = 0.01 + 0.11 + 0.538 0.855 = 0.204 + 0.634 + 0.017 0.911 = 0.229 + 0.67 + 0.011 0.921 = 0.242 + 0.667 + 0.012 0.875 = 0.23 + 0.632 + 0.013 0.77 = 0.206 + 0.558 + 0.005 0.617 = 0.085 + 0.473 + 0.059 0.981 = 0.085 + 0.887 + 0.01 0.965 = 0.084 + 0.875 + 0.006 0.68 = 0.111 + 0.567 + 0.002 0.683 = 0.104 + 0.574 + 0.004 0.977 = 0.087 + 0.881 + 0.009 0.998 = 0.114 + 0.867 + 0.018 0.433 = 0.031 + 0.08 + 0.322 0.485 = 0.109 + 0.352 + 0.023 0.414 = 0.185 + 0.218 + 0.011 0.393 = 0.191 + 0.2 + 0.002 0.405 = 0.239 + 0.165 + 0.002 0.402 = 0.234 + 0.167 + 0.002 0.414 = 0.073 + 0.032 + 0.309 0.451 = 0.146 + 0.267 + 0.038 0.442 = 0.275 + 0.165 + 0.002 0.46 = 0.286 + 0.173 + 0.001 0.468 = 0.294 +
PMM PMM Com Combo bo V Ra Ratio tio
SigmaE Ratio
Class
Cont. Plate cm²
Dbl. Plate mm
B/C Ratio Major
B/C Ratio Minor
-58.3
-300
0
0
DL DL+LL+WIND-Y
0.113
0
Class 1
DL+LL-EQ+X
0.053
0
Class 1
DL DL+LL+WIND-Y
0.06
0
Class 1
DL DL+LL+WIND-Y
0.076
0
Class 1
DL DL+LL+WIND-Y
0.087
0
Class 1
DL DL+LL+WIND-Y
0.093
0
Class 1
DL DL+LL+WIND-Y
0.092
0
Class 1
DL DL+LL+WIND-Y
0.087
0
Class 1
DL DL+LL+WIND+Y
0.016
0
Class 3
DL+LL+WIND+Y
0.089
0
Class 1
DL DL+LL+WIND+Y
0.099
0
Class 1
DL+LL+WIND+Y
0.101
0
Class 1
DL+LL+WIND+Y
0.095
0
Class 1
DL+LL+WIND+Y
0.081
0
Class 1
DL+LL+WIND+Y
0.063
0
Class 1
DL DL+LL-EQ+X
0.095
0
Class 1
-58.3
-300
0
0
DL+LL+EQ+X
0.097
0
Class 1
-58.3
-300
0
0
DL+LL-EQ+X
0.031
0
Class 1
-58.3
-300
0
0
DL+LL+EQ+X
0.03
0
Class 1
-58.3
-300
0
0
DL+LL-EQ+X
0.095
0
Class 1
-58.3
-300
0
0
DL+LL+EQ+X
0.098
0
Class 1
-58.3
-300
0
0
DL DL+LL+WIND-Y
0.008
0
Class 3
DL+LL+EQ+X
0.014
0
Class 3
-80.5
-200
0
0
DL+LL-EQ+Y
0.008
0
Class 3
-80.5
-200
0
0
DL+LL-EQ+Y
0.007
0
Class 3
-80.5
-200
0
0
DL DL+LL+WIND-Y
0.007
0
Class 3
DL DL+LL+WIND-Y
0.007
0
Class 3
DL+LL+EQ+X
0.008
0
Class 3
-80.5
-200
0
0
DL+LL-EQ+X
0.008
0
Class 3
-80.5
-200
0
0
DL+LL+WIND+Y
0.008
0
Class 3
DL+LL+WIND+Y
0.007
0
Class 3
DL+LL+W IN IND+Y
0.007
0
Class 3
Pag Page 75 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
PMM PMM Com Combo bo V Ra Ratio tio
SigmaE Ratio
Class
Cont. Plate cm²
Dbl. Plate mm
B/C Ratio Major
B/C Ratio Minor
-80.5
-200
0
0
0.174 + 0 C10 C10
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C11 C11
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C12 C12
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C20 C20
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C21 C21
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C22 C22
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C23 C23
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C24 C24
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C25 C25
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C26 C26
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C29 C29
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C30 C30
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C31 C31
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C32 C32
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C33 C33
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C34 C34
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C35 C35
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C60 C60
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C64 C64
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C65 C65
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C67 C67
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C69 C69
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C70 C70
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C72 C72
T1-S T1-Sto tory ry1 1
ISMB ISMB20 2000-D D
C132 C133 C134 C139 C140 C143 C144
T3-GF ISMB300 Slab T3-GF ISMB250 Slab T3-GF ISMB250 Slab T3-GF ISMB200-D Slab T3-GF ISMB200-D Slab T3-GF ISMB250 Slab T3-GF ISMB250 Slab
0.452 = 0.285 + 0.166 + 0.001 0.432 = 0.272 + 0.153 + 0.006 0.494 = 0.126 + 0.353 + 0.015 0.531 = 0.084 + 0.128 + 0.32 0.615 = 0.222 + 0.38 + 0.013 0.59 = 0.215 + 0.372 + 0.004 0.583 = 0.215 + 0.365 + 0.003 0.575 = 0.213 + 0.36 + 0.002 0.593 = 0.22 + 0.356 + 0.017 0.559 = 0.08 + 0.191 + 0.288 0.506 = 0.154 + 0.231 + 0.122 0.573 = 0.196 + 0.375 + 0.002 0.512 = 0.18 + 0.331 + 1.786E-04 0.515 = 0.18 + 0.335 + 0.001 0.508 = 0.18 + 0.328 + 0 0.573 = 0.195 + 0.377 + 0.001 0.488 = 0.155 + 0.332 + 0.002 0.5 = 0.078 + 0.121 + 0.301 0.6 = 0.22 + 0.367 + 0.012 0.577 = 0.213 + 0.361 + 0.003 0.572 = 0.213 + 0.357 + 0.002 0.568 = 0.212 + 0.354 + 0.002 0.587 = 0.218 + 0.353 + 0.015 0.554 = 0.089 + 0.175 + 0.29 0.231 = 0.162 + 0.036 + 0.033 0.145 = 0.123 + 0.013 + 0.009 0.085 = 0.029 + 0.005 + 0.085 0.144 = 0.024 + 0.003 + 0.117 0.589 = 0.011 + 0.012 + 0.566 0.071 = 0.047 + 0.023 + 0.001 0.05 = 0.016 + 0.016 + 0.018
DL+LL+WIND+Y
0.007
0
Class 3
DL+LL+WIND+Y
0.008
0
Class 3
DL+LL+EQ+X
0.014
0
Class 3
DL DL+LL+WIND-Y
0.008
0
Class 3
DL DL+LL+WIND-Y
0.016
0
Class 3
DL DL+LL+WIND-Y
0.016
0
Class 3
DL DL+LL+WIND-Y
0.016
0
Class 3
DL DL+LL+WIND-Y
0.016
0
Class 3
DL DL+LL+WIND-Y
0.016
0
Class 3
DL+LL+WIND-Y
0.01
0
Class 3
DL+LL+WIND+Y
0.013
0
Class 3
DL+LL+EQ+X
0.016
0
Class 3
-80.5
-200
0
0
DL+LL-EQ+X
0.013
0
Class 3
-80.5
-200
0
0
DL+LL-EQ+X
0.014
0
Class 3
-80.5
-200
0
0
DL+LL+EQ+X
0.013
0
Class 3
-80.5
-200
0
0
DL+LL-EQ+X
0.016
0
Class 3
-80.5
-200
0
0
DL+LL+EQ+X
0.012
0
Class 3
-80.5
-200
0
0
DL+LL+WIND+Y
0.008
0
Class 3
DL+LL+WIND+Y
0 .0 .017
0
Class 3
DL+LL+WIND+Y
0.016
0
Class 3
DL+LL+WIND+Y
0.016
0
Class 3
DL+LL+WIND+Y
0.016
0
Class 3
DL+LL+WIND+Y
0.015
0
Class 3
DL+LL+WIND+Y
0.01
0
Class 3
DL+LL+EQ+X
0.008
0
Class 1
-58.3
-300
0
0
DL+LL-EQ+X
0.004
0
Class 1
-47.2
-250
0
0
DL+LL+EQ+Y
0.01
0
Class 1
-47.2
-250
0
0
DL+LL+EQ+X
0.021
0
Class 3
-80.5
-200
0
0
DL+LL-EQ+X
0.02
0
Class 1
-80.5
-200
0
0
DL+LL-EQ+X
0.011
0
Class 1
-47.2
-250
0
0
DL+LL-EQ+X
0.007
0
Class 1
-47.2
-250
0
0
Pag Page 76 of 122
Design Data
Label C150 C151 C153 C154 C131 C135 C136 C137
Story
9/19/2015
Section
T3-GF ISMB300 Slab T3-GF ISMB250 Slab T3-GF ISMB250 Slab T3-GF ISMB250 Slab T3-GF ISMB300 Slab T3-GF ISMB250 Slab T3-GF ISMB250 Slab T3-GF ISMB200-D Slab
Moment Interaction Check 0.178 = 0.116 + 0.032 + 0.031 0.072 = 0.056 + 0.011 + 0.005 0.05 = 0.029 + 0.018 + 0.003 0.037 = 0.024 + 0.007 + 0.007 0.142 = 0.088 + 0.018 + 0.036 0.127 = 0.097 + 0.017 + 0.013 0.093 = 0.063 + 0.023 + 0.007 0.591 = 0.012 + 0.014 + 0.566
Label
Story
Section
B154 B154
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B163 B163
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B164 B164
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B171 B171
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B172 B172
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B179 B179
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B6
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B35 B35
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B36 B36
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B3
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B46 B46
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B48 B48
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B70 B70
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B73 B73
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B74 B74
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B77 B77
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B80 B80
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B81 B81
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B83 B83
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B89 B89
T1-S T1-Sto tory ry5 5
Tube Tube 75X7 75X75X 5X4 4
B90
T1-Story5
Tube 75X75X4
PMM PMM Com Combo bo V Ra Ratio tio
SigmaE Ratio
Class
Cont. Plate cm²
Dbl. Plate mm
B/C Ratio Major
B/C Ratio Minor
DL+LL+EQ+X
0.007
0
Class 1
-58.3
-300
0
0
DL+LL+EQ+X
0.005
0
Class 1
-47.2
-250
0
0
DL+LL-EQ+X
0.011
0
Class 1
-47.2
-250
0
0
DL+LL-EQ+X
0.01
0
Class 1
-47.2
-250
0
0
DL+LL+EQ+Y
0.004
0
Class 1
-58.3
-300
0
0
DL+LL-EQ+X
0.005
0
Class 1
-47.2
-250
0
0
DL+LL-EQ+X
0.005
0
Class 1
-47.2
-250
0
0
DL+LL-EQ+X
0.016
0
Class 1
-80.5
-200
0
0
Table 6.3 - Steel Beam Envelope Envelope Moment Interaction PMM Combo V Ratio Check 0.66 = 0.034 + 0.626 + 3.306E-04 0.207 = 0.084 + 0.122 + 0.001 0.17 = 0.102 + 0.068 + 2.595E-04 0.171 = 0.083 + 0.087 + 0.001 0.207 = 0.041 + 0.165 + 0.001 0.701 = 0.051 + 0.647 + 0.003 0.533 = 0 + 0.393 + 0.139 0.531 = 0 + 0.413 + 0.118 0.484 = 0.001 + 0.428 + 0.056 0.538 = 0 + 0.407 + 0.131 0.532 = 0 + 0.412 + 0.119 0.484 = 0.001 + 0.427 + 0.056 0.534 = 0.001 + 0.499 + 0.034 0.537 = 0 + 0.479 + 0.057 0.588 = 0.056 + 0.506 + 0.026 0.535 = 0.001 + 0.499 + 0.035 0.541 = 0 + 0.48 + 0.06 0.587 = 0.055 + 0.506 + 0.026 0.457 = 0.025 + 0.406 + 0.026 0.454 = 0 + 0.407 + 0.047 0. 0.493 = 0.066 + 0.41
SigmaE Ratio
Class
Conn. V Conn. V JI-End End kN kN
DL+LL-EQ+X
0.052
0
Class 1
5.3504
4.0566
DL+LL+WIND+Y
0.008
0
Class 1
0.789
0.3948
DL+LL+EQ+X
0.005
0
Class 1
0.4961
0.4474
DL+LL+EQ+X
0.005
0
Class 1
0.4278
0.513
DL+LL+EQ+X
0.008
0
Class 1
0.384
0.7781
DL+LL+EQ+X
0.053
0
Class 1
4.0154
5.4361
DL+LL+WIND+Y
0.048
0
Class 1
0
4.9509
DL+LL-EQ+Y
0.049
0
Class 1
0
5.0063
DL+LL+EQ+X
0.048
0
Class 1
0
4.9365
DL+LL+WIND-Y
0.048
0
Class 1
0
4.945
DL+LL+EQ+Y
0.049
0
Class 1
0
5.0012
DL+LL+EQ+X
0.048
0
Class 1
0
4.9324
DL+LL-EQ+X
0.047
0
Class 1
4.8049
4.2267
DL+LL-EQ+X
0.046
0
Class 1
4. 4 .7397
4.3365
DL+LL-EQ+X
0.047
0
Class 1
4.8498
4.1814
DL+LL-EQ+X
0.047
0
Class 1
4.8057
4.2136
DL+LL-EQ+X
0.046
0
Class 1
4.744
4.3282
DL+LL-EQ+X
0.047
0
Class 1
4.8498
4.1711
DL+LL-EQ+X
0.044
0
Class 1
4.5032
4.4608
DL+LL+EQ+X
0.044
0
Class 1
4. 4 .5166
4.5038
DL+LL-EQ+X
0.044
0
Class 1
4.5273
4.4587
Pag Page 77 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL-EQ+X
0.044
0
Class 1
4.5015
4.4504
DL+LL+EQ+X
0.044
0
Class 1
4.5197
4.4969
DL+LL-EQ+X
0.044
0
Class 1
4.525
4.4508
DL+LL+EQ+X
0.044
0
Class 1
4.4421
4.5229
DL+LL+EQ+X
0.044
0
Class 1
4.4862
4.534
DL+LL+EQ+X
0.044
0
Class 1
4.4385
4.5477
DL+LL+EQ+X
0.044
0
Class 1
4.4394
4.513
DL+LL+EQ+X
0.044
0
Class 1
4.4899
4.5272
DL+LL+EQ+X
0.044
0
Class 1
4.4347
4.5404
DL+LL+EQ+X
0.047
0
Class 1
4.224
4.805
DL+LL+EQ+X
0.046
0
Class 1
4.3308
4.7457
DL+LL+EQ+X
0.047
0
Class 1
4.1773
4.8448
DL+LL+EQ+X
0.047
0
Class 1
4.215
4.8018
DL+LL+EQ+X
0.046
0
Class 1
4.3311
4.7392
DL+LL+EQ+X
0.047
0
Class 1
4.1682
4.8452
DL+LL-EQ+X
0.048
0
Class 1
4.9179
0
DL+LL-EQ+X
0.049
0
Class 1
4.978
0
DL+LL-EQ+X
0.048
0
Class 1
4.8992
0
DL+LL-EQ+X
0.048
0
Class 1
4.93
0
DL+LL+EQ+Y
0.049
0
Class 1
4.9904
0
DL+LL-EQ+X
0.048
0
Class 1
4.9105
0
DL+LL+WIND+Y
0.008
0
Class 1
0.8446
0.555
DL+LL+WIND+Y
0.008
0
Class 1
0.848
0.5462
DL+LL+WIND+Y
0.007
0
Class 1
0.7217
0.6254
DL+LL+WIND+Y
0.007
0
Class 1
0.7237
0.6175
DL+LL+WIND+Y
0.007
0
Class 1
0.6096
0.7365
DL+LL+WIND+Y
0.007
0
Class 1
0.6079
0.7344
DL+LL+WIND+Y
0.009
0
Class 1
0.5235
0.9169
DL+LL+WIND+Y
0.008
0
Class 1
0.5437
0.8487
DL-EQ+X
0.004
0
Class 1
0.3928
0
DL+LL-EQ+X
0.009
0
Class 1
0
0.5456
+ 0.016 B95
T1-Story5
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B103
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B107
T1-Story5
Tube 75X75X4
B109
T1-Story5
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B112
T1-Story5
Tube 75X75X4
B113
T1-Story5
Tube 75X75X4
B117
T1-Story5
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B120
T1-Story5
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B121
T1-Story5
Tube 75X75X4
B124
T1-Story5
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B127
T1-Story5
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B128
T1-Story5
Tube 75X75X4
B132
T1-Story5
Tube 75X75X4
B135
T1-Story5
Tube 75X75X4
B136
T1-Story5
Tube 75X75X4
B140
T1-Story5
Tube 75X75X4
B143
T1-Story5
Tube 75X75X4
B144
T1-Story5
Tube 75X75X4
B148
T1-Story5
Tube 75X75X4
B151
T1-Story5
Tube 75X75X4
B152
T1-Story5
Tube 75X75X4
B282
T1-Story5
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B283
T1-Story5
Tube 75X75X4
B286
T1-Story5
Tube 75X75X4
B287
T1-Story5
Tube 75X75X4
B290
T1-Story5
Tube 75X75X4
B291
T1-Story5
Tube 75X75X4
B294
T1-Story5
Tube 75X75X4
B295
T1-Story5
Tube 75X75X4
B301
T1-Story5
Tube 75X75X4
B331
T1-Story5
Tube 75X75X4
0.457 = 0.025 + 0.405 + 0.027 0.454 = 0 + 0.405 + 0.049 0.489 = 0.063 + 0.41 + 0.017 0.458 = 0.021 + 0.411 + 0.026 0.455 = 0 + 0.414 + 0.042 0.489 = 0.057 + 0.416 + 0.016 0.459 = 0.025 + 0.408 + 0.026 0.455 = 0 + 0.412 + 0.043 0.496 = 0.067 + 0.414 + 0.016 0.582 = 0 + 0.498 + 0.084 0.54 = 0 + 0.481 + 0.059 0.572 = 0.043 + 0.504 + 0.026 0.533 = 0.002 + 0.498 + 0.033 0.537 = 0 + 0.479 + 0.058 0.585 = 0.057 + 0.504 + 0.025 0.515 = 0.02 + 0.426 + 0.069 0.587 = 0 + 0.446 + 0.141 0.491 = 0.012 + 0.416 + 0.063 0.511 = 0.019 + 0.428 + 0.065 0.523 = 0 + 0.406 + 0.118 0.56 = 0 + 0.418 + 0.142 1.601 = 1.528 + 0.065 + 0.008 1.657 = 1.58 + 0.066 + 0.01 1.573 = 1.536 + 0.033 + 0.004 1.721 = 1.684 + 0.031 + 0.006 1.52 = 1.48 + 0.029 + 0.011 1.725 = 1.682 + 0.039 + 0.003 1.522 = 1.429 + 0.07 + 0.022 1.659 = 1.583 + 0.071 + 0.004 0.108 = 0.001 + 0.091 + 0.016 1.518 = 1.275 + 0.223 + 0.019
Page 78 of 122
Design Data
9/19/2015
Label
Story
Section
B333
T1-Story5
Tube 75X75X4
B344
T1-Story5
Tube 75X75X4
B345
T1-Story5
Tube 75X75X4
B347
T1-Story5
Tube 75X75X4
B349
T1-Story5
Tube 75X75X4
B368
T1-Story5
Tube 75X75X4
B370
T1-Story5
Tube 75X75X4
B372
T1-Story5
Tube 75X75X4
B374
T1-Story5
Tube 75X75X4
B376
T1-Story5
Tube 75X75X4
B378
T1-Story5
Tube 75X75X4
B380
T1-Story5
Tube 75X75X4
B382
T1-Story5
Tube 75X75X4
B384
T1-Story5
Tube 75X75X4
B386
T1-Story5
Tube 75X75X4
B388
T1-Story5
Tube 75X75X4
B390
T1-Story5
Tube 75X75X4
B392
T1-Story5
Tube 75X75X4
B394
T1-Story5
Tube 75X75X4
B396
T1-Story5
Tube 75X75X4
B398
T1-Story5
Tube 75X75X4
B400
T1-Story5
Tube 75X75X4
B402
T1-Story5
Tube 75X75X4
B50
T1-Story4
Tube 75X75X4
B51
T1-Story4
Tube 75X75X4
B52
T1-Story4
Tube 75X75X4
B53
T1-Story4
Tube 75X75X4
B54
T1-Story4
Tube 75X75X4
B55
T1-Story4
Tube 75X75X4
B98
T1-Story4
ISMB 150
B251
T1-Story4
ISMB150
B252
T1-Story4
Tube 75X75X4
Moment Interaction Check 1.572 = 1.45 + 0.117 + 0.005 1.689 = 1.543 + 0.141 + 0.005 0.693 = 0.61 + 0.077 + 0.006 0.731 = 0.653 + 0.071 + 0.007 0.806 = 0.718 + 0.08 + 0.007 0.135 = 0 + 0.084 + 0.051 0.133 = 0 + 0.105 + 0.028 0.135 = 0 + 0.107 + 0.028 0.135 = 0 + 0.085 + 0.05 0.161 = 0 + 0.132 + 0.029 0.118 = 0 + 0.092 + 0.026 0.116 = 0 + 0.067 + 0.049 0.16 = 0 + 0.132 + 0.028 0.135 = 0 + 0.084 + 0.051 0.134 = 0 + 0.105 + 0.029 0.134 = 0 + 0.106 + 0.028 0.138 = 0 + 0.088 + 0.05 0.133 = 0 + 0.111 + 0.022 0.162 = 0 + 0.131 + 0.031 0.118 = 0 + 0.093 + 0.025 0.116 = 0 + 0.068 + 0.048 0.183 = 0 + 0.153 + 0.03 0.832 = 0.68 + 0.132 + 0.02 0.597 = 0 + 0.577 + 0.019 0.51 = 0 + 0.469 + 0.042 0.48 = 0 + 0.443 + 0.037 0.479 = 0 + 0.444 + 0.036 0.506 = 0 + 0.466 + 0.04 0.6 = 0 + 0.589 + 0.011 0.821 = 0 + 0.732 + 0.089 0.312 = 0 + 0.149 + 0.164 0.599 = 0 + 0.574 +
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+WIND+Y
0.009
0
Class 1
0
0.5469
DL+LL+WIND+Y
0.01
0
Class 1
0
0.5241
DL+LL+WIND+Y
0.004
0
Class 1
0.3074
0
DL+LL+WIND+Y
0.004
0
Class 1
0
0.324
DL+LL+WIND+Y
0.004
0
Class 1
0
0.3271
DL+LL-EQ+X
0.004
0
Class 1
0
0.448
DL-EQ+X
0.006
0
Class 1
0
0.6071
DL+EQ+X
0.006
0
Class 1
0
0.6143
DL+LL+EQ+X
0.004
0
Class 1
0
0.4458
DL+LL-EQ+X
0.007
0
Class 1
0
0.7183
DL+EQ+X
0.005
0
Class 1
0
0.5127
DL+LL+EQ+X
0.005
0
Class 1
0
0.505
DL+LL+EQ+X
0.007
0
Class 1
0
0.7193
DL+LL-EQ+X
0.004
0
Class 1
0
0.4547
DL-EQ+X
0.006
0
Class 1
0
0.6063
DL+EQ+X
0.006
0
Class 1
0
0.6108
DL+LL+EQ+X
0.004
0
Class 1
0
0.4371
DL+LL+EQ+X
0.006
0
Class 1
0
0
DL+LL-EQ+X
0.007
0
Class 1
0
0.7177
DL+EQ+X
0.005
0
Class 1
0
0.5188
DL+LL+EQ+X
0.005
0
Class 1
0
0.5071
DL+LL+EQ+X
0.008
0
Class 1
0
0.8045
DL+LL+EQ+X
0.004
0
Class 1
0
0.4593
DL+LL-EQ+X
0.05
0
Class 1
5.1394
4.6489
DL+LL-EQ+X
0.046
0
Class 1
4.7368
4.5411
DL+LL-EQ+X
0.045
0
Class 1
4.6519
4.6352
DL+LL+EQ+X
0.045
0
Class 1
4.6318
4.6554
DL+LL+EQ+X
0.046
0
Class 1
4.547
4.7298
DL+LL+EQ+X
0.051
0
Class 1
4.6004
5.1866
DL+LL+WIND-Y
0.168
0
Class 1
0
20.3785
DL+LL+EQ+X
0.013
0
Class 1
0.9111
1.536
DL+LL-EQ+X
0.05
0
Class 1
5.1281
4.643
Page 79 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL-EQ+X
0.046
0
Class 1
4.7328
4.546
DL+LL-EQ+X
0.045
0
Class 1
4.646
4.6404
DL+LL+EQ+X
0.045
0
Class 1
4.6233
4.6617
DL+LL+EQ+X
0.046
0
Class 1
4.5388
4.7422
DL+LL+EQ+X
0.051
0
Class 1
4.5795
5.1925
DL+LL+WIND+Y
0.171
0
Class 1
0
20.7497
DL+LL-EQ+X
0.052
0
Class 1
0
0
DL+LL-EQ+X
0.052
0
Class 1
0
0
DL+LL-EQ+X
0.051
0
Class 1
0
5.2346
DL+LL-EQ+X
0.052
0
Class 1
0
0
DL+LL-EQ+X
0.052
0
Class 1
0
0
DL+LL-EQ+X
0.051
0
Class 1
0
5.2236
DL+LL+EQ+Y
0.115
0
Class 1
0
0
DL+LL+WIND-Y
0.04
0
Class 1
0
0
DL+LL+WIND-Y
0.093
0
Class 1
0
0
DL+LL+WIND-Y
0.17
0
Class 1
0
20.5993
DL+LL+WIND+Y
0.111
0
Class 1
0
0
DL+LL+WIND-Y
0.086
0
Class 1
0
0
DL+LL+WIND-Y
0.033
0
Class 1
0
5.5776
DL+LL+WIND-Y
0.029
0
Class 1
4.3222
2.5891
DL+LL+WIND+Y
0.124
0
Class 1
0
0
DL+LL+WIND+Y
0.047
0
Class 1
0
0
DL+LL+WIND+Y
0.085
0
Class 1
0
0
DL+LL+WIND+Y
0.162
0
Class 1
0
19.6869
DL+LL-EQ+Y
0.108
0
Class 1
0
0
DL+LL+WIND+Y
0.078
0
Class 1
0
0
DL+LL+WIND+Y
0.033
0
Class 1
0
5.7288
DL+LL+WIND+Y
0.03
0
Class 1
4.4016
4.0055
DL+LL+WIND+Y
0.124
0
Class 1
0
0
DL+LL+WIND+Y
0.081
0
Class 1
0
0
DL+LL+WIND-Y
0.033
0
Class 1
0
5.6734
0.025 B253
T1-Story4
Tube 75X75X4
B254
T1-Story4
Tube 75X75X4
B255
T1-Story4
Tube 75X75X4
B256
T1-Story4
Tube 75X75X4
B257
T1-Story4
Tube 75X75X4
B280
T1-Story4
ISMB150
B5
T1-Story4
Tube 75X75X4
B11
T1-Story4
Tube 75X75X4
B19
T1-Story4
Tube 75X75X4
B2
T1-Story4
Tube 75X75X4
B42
T1-Story4
Tube 75X75X4
B44
T1-Story4
Tube 75X75X4
B56
T1-Story4
ISMB 150
B58
T1-Story4
ISMB 150
B59
T1-Story4
ISMB 150
B60
T1-Story4
ISMB 150
B84
T1-Story4
Tube 100x100x5
B85
T1-Story4
Tube 100x100x5
B86
T1-Story4
Tube 100x100x5
B92
T1-Story4
Tube 100x100x5
B93
T1-Story4
ISMB 150
B99
T1-Story4
ISMB 150
B100
T1-Story4
ISMB150
B101
T1-Story4
ISMB150
B102
T1-Story4 Tube 100x100x5
B104
T1-Story4 Tube 100x100x5
B105
T1-Story4 Tube 100x100x5
B106
T1-Story4 Tube 100x100x5
B4
T1-Story4
Tube 100x100x5
B7
T1-Story4
Tube 100x100x5
B8
T1-Story4
Tube 100x100x5
0.516 = 0 + 0.468 + 0.048 0.486 = 0 + 0.441 + 0.045 0.484 = 0 + 0.445 + 0.039 0.512 = 0 + 0.47 + 0.042 0.616 = 0 + 0.588 + 0.027 0.866 = 0 + 0.755 + 0.111 0.659 = 0 + 0.365 + 0.294 0.684 = 0 + 0.388 + 0.296 0.602 = 0 + 0.336 + 0.265 0.647 = 0 + 0.367 + 0.28 0.669 = 0 + 0.389 + 0.28 0.593 = 0 + 0.338 + 0.255 0.387 = 0.042 + 0.3 + 0.045 0.537 = 0 + 0.403 + 0.134 0.494 = 0 + 0.37 + 0.124 0.769 = 0 + 0.655 + 0.114 1.398 = 0.259 + 1.132 + 0.007 0.538 = 0.303 + 0.221 + 0.014 0.709 = 0.572 + 0.133 + 0.004 0.396 = 0.339 + 0.048 + 0.009 0.304 = 0 + 0.199 + 0.105 0.492 = 0 + 0.352 + 0.14 0.462 = 0 + 0.334 + 0.128 0.745 = 0 + 0.615 + 0.129 1.081 = 0.252 + 0.823 + 0.006 0.558 = 0.336 + 0.207 + 0.015 0.788 = 0.635 + 0.148 + 0.005 0.441 = 0.38 + 0.049 + 0.011 1.654 = 0.309 + 1.344 + 0.001 0.635 = 0.284 + 0.347 + 0.004 0.785 = 0.641 + 0.141 + 0.003
Page 80 of 122
Design Data
9/19/2015
Label
Story
Section
B9
T1-Story4
Tube 100x100x5
B10
T1-Story4
Tube 100x100x5
B13
T1-Story4
Tube 100x100x5
B20
T1-Story4
Tube 100x100x5
B21
T1-Story4
Tube 100x100x5
B22
T1-Story4
Tube 100x100x5
B23
T1-Story4
Tube 100x100x5
B24
T1-Story4
Tube 100x100x5
B25
T1-Story4
Tube 100x100x5
B26
T1-Story4
Tube 100x100x5
B27
T1-Story4
Tube 100x100x5
B28
T1-Story4
Tube 100x100x5
B29
T1-Story4
Tube 100x100x5
B30
T1-Story4
Tube 100x100x5
B31
T1-Story4
Tube 100x100x5
B32
T1-Story4
Tube 100x100x5
B33
T1-Story4
Tube 100x100x5
B34
T1-Story4
Tube 100x100x5
B38
T1-Story4
Tube 100x100x5
B40
T1-Story4
Tube 100x100x5
B57
T1-Story4
Tube 100x100x5
B61
T1-Story4
Tube 100x100x5
B62
T1-Story4
Tube 100x100x5
B63
T1-Story4
Tube 100x100x5
B64
T1-Story4
Tube 100x100x5
B65
T1-Story4
Tube 100x100x5
B66
T1-Story4
Tube 100x100x5
B67
T1-Story4
Tube 100x100x5
B68
T1-Story4
Tube 100x100x5
B69
T1-Story4
Tube 75X75X4
B71
T1-Story4
Tube 75X75X4
B72
T1-Story4
Tube 75X75X4
Moment Interaction Check 0.442 = 0.392 + 0.046 + 0.005 1.247 = 0.281 + 0.964 + 0.002 0.565 = 0.389 + 0.169 + 0.007 0.905 = 0.737 + 0.164 + 0.004 0.511 = 0.456 + 0.049 + 0.006 1.749 = 0.334 + 1.414 + 0.001 0.671 = 0.307 + 0.362 + 0.001 0.832 = 0.674 + 0.154 + 0.003 0.472 = 0.415 + 0.048 + 0.009 1.312 = 0.3 + 1.012 + 1.7E-04 0.579 = 0.412 + 0.162 + 0.005 0.967 = 0.783 + 0.181 + 0.004 0.548 = 0.487 + 0.051 + 0.01 1.63 = 0.315 + 1.312 + 0.003 0.628 = 0.288 + 0.336 + 0.004 0.799 = 0.647 + 0.148 + 0.004 0.451 = 0.396 + 0.048 + 0.007 1.228 = 0.286 + 0.94 + 0.001 0.558 = 0.394 + 0.162 + 0.003 0.923 = 0.746 + 0.172 + 0.005 0.522 = 0.463 + 0.05 + 0.008 1.345 = 0.269 + 1.069 + 0.008 0.524 = 0.308 + 0.202 + 0.013 0.735 = 0.583 + 0.147 + 0.006 0.406 = 0.346 + 0.052 + 0.008 1.045 = 0.258 + 0.781 + 0.006 0.545 = 0.343 + 0.191 + 0.012 0.819 = 0.649 + 0.162 + 0.008 0.458 = 0.389 + 0.055 + 0.014 0.673 = 0 + 0.486 + 0.187 0.662 = 0 + 0.456 + 0.206 0.632 = 0 + 0.496 +
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+WIND-Y
0.026
0
Class 1
4.3864
2.5942
DL+LL-EQ+Y
0.115
0
Class 1
0
0
DL+LL+WIND+Y
0.088
0
Class 1
0
0
DL+LL+WIND+Y
0.034
0
Class 1
0
5.8779
DL+LL+WIND+Y
0.027
0
Class 1
4.5535
4.18
DL+LL+WIND+Y
0.128
0
Class 1
0
0
DL+LL+WIND+Y
0.084
0
Class 1
0
0
DL+LL+WIND-Y
0.034
0
Class 1
0
5.8422
DL+LL+WIND-Y
0.026
0
Class 1
4.4803
2.5415
DL+LL-EQ+Y
0.118
0
Class 1
0
0
DL+LL+WIND+Y
0.089
0
Class 1
0
0
DL+LL+WIND+Y
0.035
0
Class 1
0
6.0594
DL+LL+WIND+Y
0.027
0
Class 1
4.6667
4.2332
DL+LL+WIND+Y
0.121
0
Class 1
0
0
DL+LL+WIND+Y
0.077
0
Class 1
0
0
DL+LL+WIND-Y
0.034
0
Class 1
0
5.7982
DL+LL+WIND-Y
0.026
0
Class 1
4.4414
2.546
DL+LL-EQ+Y
0.111
0
Class 1
0
0
DL+LL+WIND+Y
0.084
0
Class 1
0
0
DL+LL+WIND+Y
0.035
0
Class 1
0
5.9944
DL+LL+WIND+Y
0.027
0
Class 1
4.6045
4.1472
DL+LL+WIND+Y
0.105
0
Class 1
0
0
DL+LL+WIND-Y
0.075
0
Class 1
0
0
DL+LL+WIND-Y
0.034
0
Class 1
0
5.8322
DL+LL+WIND-Y
0.029
0
Class 1
4.4382
2.4907
DL+LL-EQ+Y
0.1
0
Class 1
0
0
DL+LL+WIND+Y
0.074
0
Class 1
0
0
DL+LL+WIND+Y
0.035
0
Class 1
0
5.9741
DL+LL+WIND+Y
0.03
0
Class 1
4.5971
3.9775
DL+LL-EQ+X
0.046
0
Class 1
0
0
DL+LL-EQ+X
0.045
0
Class 1
0
0
DL+LL-EQ+X
0.047
0
Class 1
4.8128
4.5411
Page 81 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL-EQ+X
0.046
0
Class 1
0
0
DL+LL-EQ+X
0.045
0
Class 1
0
0
DL+LL-EQ+X
0.047
0
Class 1
4.8109
4.5365
DL+LL-EQ+X
0.045
0
Class 1
0
0
DL+LL+EQ+X
0.044
0
Class 1
0
0
DL+LL-EQ+X
0.045
0
Class 1
4.6461
4.6576
DL+LL-EQ+X
0.045
0
Class 1
0
0
DL+LL-EQ+X
0.044
0
Class 1
0
0
DL+LL-EQ+X
0.045
0
Class 1
4.6448
4.6511
DL+LL-EQ+X
0.045
0
Class 1
0
0
DL+LL+EQ+X
0.044
0
Class 1
0
0
DL+LL+EQ+X
0.045
0
Class 1
4.6503
4.651
DL+LL-EQ+X
0.045
0
Class 1
0
0
DL+LL+EQ+X
0.044
0
Class 1
0
0
DL+LL+EQ+X
0.045
0
Class 1
4.6518
4.6426
DL+LL+EQ+X
0.046
0
Class 1
0
0
DL+LL+EQ+X
0.045
0
Class 1
0
0
DL+LL+EQ+X
0.047
0
Class 1
4.5399
4.8155
DL+LL+EQ+X
0.046
0
Class 1
0
0
DL+LL+EQ+X
0.045
0
Class 1
0
0
DL+LL+EQ+X
0.047
0
Class 1
4.5438
4.8049
DL+LL+EQ+X
0.052
0
Class 1
0
3.693
DL+LL+EQ+X
0.052
0
Class 1
0
3.6553
DL+LL+EQ+X
0.051
0
Class 1
5.2238
3.7339
DL+LL+EQ+X
0.052
0
Class 1
0
3.6692
DL+LL+EQ+X
0.052
0
Class 1
0
3.633
DL+LL+EQ+X
0.051
0
Class 1
5.2269
3.7068
DL+LL+WIND-Y
0.015
0
Class 1
0.1787
0.1411
DL+LL+WIND+Y
0.014
0
Class 1
0.4173
0.2561
DL+LL+EQ+X
0.009
0
Class 1
0.9271
0.785
DL+LL+EQ+X
0.011
0
Class 1
1.1215
0.9794
0.137 B76 B78 B79 B82 B87 B88 B94 B96 B97 B108 B110 B111 B116 B118 B119 B123 B125 B126 B131 B133 B134 B138 B141 B142 B146 B149 B150 B166 B170 B176 B178
0.654 = 0 + 0.484 + T1-Story4 Tube 75X75X4 0.17 0.641 = 0 + 0.455 + T1-Story4 Tube 75X75X4 0.187 0.619 = 0 + 0.495 + T1-Story4 Tube 75X75X4 0.124 0.619 = 0 + 0.432 + T1-Story4 Tube 75X75X4 0.187 0.593 = 0 + 0.422 + T1-Story4 Tube 75X75X4 0.17 0.575 = 0 + 0.441 + T1-Story4 Tube 75X75X4 0.134 0.598 = 0 + 0.428 + T1-Story4 Tube 75X75X4 0.169 0.596 = 0 + 0.417 + T1-Story4 Tube 75X75X4 0.179 0.561 = 0 + 0.441 + T1-Story4 Tube 75X75X4 0.12 0.613 = 0 + 0.437 + T1-Story4 Tube 75X75X4 0.176 0.598 = 0 + 0.416 + T1-Story4 Tube 75X75X4 0.182 0.564 = 0 + 0.443 + T1-Story4 Tube 75X75X4 0.122 0.59 = 0 + 0.434 + T1-Story4 Tube 75X75X4 0.156 0.587 = 0 + 0.415 + T1-Story4 Tube 75X75X4 0.172 0.555 = 0 + 0.441 + T1-Story4 Tube 75X75X4 0.115 0.655 = 0 + 0.485 + T1-Story4 Tube 75X75X4 0.169 0.644 = 0 + 0.459 + T1-Story4 Tube 75X75X4 0.185 0.62 = 0 + 0.497 + T1-Story4 Tube 75X75X4 0.124 0.645 = 0 + 0.483 + T1-Story4 Tube 75X75X4 0.162 0.635 = 0 + 0.458 + T1-Story4 Tube 75X75X4 0.177 0.612 = 0 + 0.494 + T1-Story4 Tube 75X75X4 0.118 0.65 = 0 + 0.361 + T1-Story4 Tube 75X75X4 0.29 0.675 = 0 + 0.382 + T1-Story4 Tube 75X75X4 0.293 0.596 = 0 + 0.33 + T1-Story4 Tube 75X75X4 0.267 0.635 = 0 + 0.365 + T1-Story4 Tube 75X75X4 0.27 0.657 = 0 + 0.386 + T1-Story4 Tube 75X75X4 0.272 0.583 = 0 + 0.336 + T1-Story4 Tube 75X75X4 0.247 0.278 = 0.278 + T1-Story4 Tube 100x100x5 0.031 + 0.064 0.301 = 0.301 + T1-Story4 Tube 100x100x5 0.038 + 0.078 0.186 = 0 + 0.047 + T1-Story4 Tube 75X75X4 0.139 0.194 = 0 + 0.052 + T1-Story4 Tube 75X75X4 0.141
Page 82 of 122
Design Data
Label
Story
9/19/2015
Section
B181
T1-Story4 Tube 100x100x5
B182
T1-Story4 Tube 100x100x5
B161
T1-Story4
Tube 75X75X4
B162
T1-Story4
Tube 75X75X4
B165
T1-Story4
Tube 75X75X4
B167
T1-Story4
Tube 75X75X4
B168
T1-Story4 Tube 100x100x5
B169
T1-Story4 Tube 100x100x5
B185
T1-Story4
Tube 75X75X4
B187
T1-Story4
Tube 75X75X4
B189
T1-Story4 Tube 100x100x5
B190
T1-Story4 Tube 100x100x5
B192
T1-Story4
Tube 75X75X4
B193
T1-Story4
Tube 75X75X4
B194
T1-Story4
Tube 75X75X4
B195
T1-Story4
Tube 75X75X4
B196
T1-Story4 Tube 100x100x5
B197
T1-Story4 Tube 100x100x5
B199
T1-Story4
Tube 75X75X4
B201
T1-Story4
Tube 75X75X4
B203
T1-Story4 Tube 100x100x5
B204
T1-Story4 Tube 100x100x5
B206
T1-Story4
Tube 75X75X4
B207
T1-Story4
Tube 75X75X4
B208
T1-Story4
Tube 75X75X4
B209
T1-Story4
Tube 75X75X4
B210
T1-Story4 Tube 100x100x5
B211
T1-Story4 Tube 100x100x5
B213
T1-Story4
Tube 75X75X4
B215
T1-Story4
Tube 75X75X4
B217
T1-Story4 Tube 100x100x5
B218
T1-Story4
Moment Interaction Check 0.151 = 0.151 + 0.013 + 0.011 0.144 = 0.144 + 0.023 + 0.009 0.656 = 0 + 0.643 + 0.012 0.117 = 0.117 + 0.017 + 0.004 0.111 = 0.111 + 0.012 + 0.003 0.738 = 0 + 0.723 + 0.015 0.304 = 0.304 + 0.038 + 0.023 0.341 = 0.341 + 0.05 + 0.035 0.167 = 0.167 + 0.028 + 0.005 0.169 = 0.169 + 0.142 + 0.009 0.156 = 0.156 + 0.022 + 0.011 0.145 = 0.145 + 0.028 + 0.008 0.725 = 0 + 0.72 + 0.005 0.133 = 0.133 + 0.014 + 0.007 0.121 = 0.121 + 0.009 + 0.006 0.849 = 0 + 0.842 + 0.007 0.316 = 0.316 + 0.042 + 0.014 0.358 = 0.358 + 0.055 + 0.021 0.182 = 0.182 + 0.038 + 0.003 0.183 = 0.183 + 0.148 + 0.001 0.159 = 0.159 + 0.026 + 0.005 0.147 = 0.147 + 0.031 + 0.004 0.736 = 0 + 0.734 + 0.002 0.141 = 0.141 + 0.012 + 0.004 0.127 = 0.127 + 0.008 + 0.003 0.875 = 0 + 0.873 + 0.002 0.303 = 0.303 + 0.039 + 0.005 0.341 = 0.341 + 0.05 + 0.008 0.171 = 0.171 + 0.034 + 0.002 0.171 = 0.171 + 0.139 + 0.008 0.154 = 0.154 + 0.024 + 0.001
Tube 100x100x5 0.142 = 0 + 0.135 +
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+WIND+Y
0.009
0
Class 1
1.6101
1.3684
DL+LL+WIND-Y
0.014
0
Class 1
2.4523
2.2106
DL+LL+WIND-Y
0.06
0
Class 1
0
6.047
DL+LL+WIND+Y
0.004
0
Class 1
0.2802
0.3991
DL+LL+WIND-Y
0.005
0
Class 1
0.4769
0.3346
DL+LL+WIND+Y
0.068
0
Class 1
6.8782
0
DL+LL+WIND-Y
0.009
0
Class 1
0.3186
0.1575
DL+LL+WIND+Y
0.009
0
Class 1
0.58
0.4188
DL+LL+WIND+Y
0.01
0
Class 1
1.0335
0.8915
DL+LL+WIND+Y
0.013
0
Class 1
1.2818
1.1398
DL+LL+WIND+Y
0.01
0
Class 1
1.7711
1.5294
DL+LL+WIND-Y
0.015
0
Class 1
2.6098
2.3681
DL+LL+WIND-Y
0.067
0
Class 1
0
6.7856
DL+LL+WIND+Y
0.004
0
Class 1
0.2848
0.4271
DL+LL+WIND-Y
0.005
0
Class 1
0.5114
0.3691
DL+LL+WIND+Y
0.08
0
Class 1
8.0294
0
DL+LL+WIND-Y
0.009
0
Class 1
0.3614
0.2003
DL+LL+WIND+Y
0.008
0
Class 1
0.6384
0.4773
DL+LL+WIND+Y
0.01
0
Class 1
1.059
0.9169
DL+LL+WIND+Y
0.013
0
Class 1
1.3301
1.1881
DL+LL+WIND+Y
0.011
0
Class 1
1.801
1.5593
DL+LL+WIND-Y
0.016
0
Class 1
2.6848
2.4431
DL+LL+WIND-Y
0.069
0
Class 1
0
6.9349
DL+LL+WIND+Y
0.004
0
Class 1
0.2855
0.4278
DL+LL+WIND-Y
0.005
0
Class 1
0.52
0.3777
DL+LL+WIND+Y
0.083
0
Class 1
8.3349
0
DL+LL+WIND-Y
0.009
0
Class 1
0.3173
0.1562
DL+LL+WIND+Y
0.008
0
Class 1
0.5828
0.4217
DL+LL+WIND+Y
0.01
0
Class 1
0.9941
0.852
DL+LL+WIND+Y
0.012
0
Class 1
1.2533
1.1112
DL+LL+WIND+Y
0.01
0
Class 1
1.6958
1.4541
DL+LL+W IND+Y
0.015
0
Class 1
2.5579
2.3162
Page 83 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+WIND-Y
0.065
0
Class 1
0
6.4868
DL+LL+WIND+Y
0.004
0
Class 1
0.2634
0.4057
DL+LL+WIND-Y
0.005
0
Class 1
0.4946
0.3523
DL+LL+WIND+Y
0.077
0
Class 1
7.807
0
DL+LL+WIND-Y
0.014
0
Class 1
0.2121
0.1189
DL+LL+WIND+Y
0.012
0
Class 1
0.5675
0.4063
DL+LL-EQ+X
0.008
0
Class 1
0.856
0.7139
DL+LL-EQ+X
0.01
0
Class 1
1.0647
0.9226
DL+LL+WIND+Y
0.009
0
Class 1
1.4867
1.245
DL+LL+WIND-Y
0.014
0
Class 1
2.3173
2.0756
DL+LL+WIND-Y
0.055
0
Class 1
0
5.4752
DL+LL+WIND+Y
0.004
0
Class 1
0.2259
0.3669
DL+LL+WIND-Y
0.004
0
Class 1
0.4434
0.3011
DL+LL+WIND+Y
0.064
0
Class 1
6.4466
0
DL+LL-EQ+X
0.014
0
Class 1
0
1.0268
DL+LL-EQ+X
0.014
0
Class 1
0
1.0112
DL+LL+WIND+Y
0.007
0
Class 1
0.6993
0.6494
DL+LL-EQ+X
0.007
0
Class 1
0.6862
0.6462
DL+LL+WIND+Y
0.007
0
Class 1
0.6988
0.6632
DL+LL-EQ+X
0.007
0
Class 1
0.6859
0.66
DL+LL+WIND+Y
0.007
0
Class 1
0.6617
0.7026
DL+LL+EQ+X
0.007
0
Class 1
0.65
0.7092
DL+LL+WIND+Y
0.007
0
Class 1
0.6544
0.6975
DL+LL+EQ+X
0.006
0
Class 1
0.6293
0.6599
DL+LL+EQ+X
0.014
0
Class 1
1.0801
0
DL+LL+EQ+X
0.014
0
Class 1
1.036
0
DL+LL+WIND+Y
0.003
0
Class 1
0.3455
0
DL+LL+WIND+Y
0.003
0
Class 1
0.3466
0
DL+LL+WIND+Y
0.003
0
Class 1
0.3437
0
DL+LL+WIND+Y
0.015
0
Class 1
1.8126
0
DL+LL+EQ+X
0.106
0
Class 1
0
12.9051
0.007 B220
T1-Story4
Tube 75X75X4
B221
T1-Story4
Tube 75X75X4
B222
T1-Story4
Tube 75X75X4
B223
T1-Story4
Tube 75X75X4
B225
T1-Story4 Tube 100x100x5
B227
T1-Story4 Tube 100x100x5
B231
T1-Story4
Tube 75X75X4
B235
T1-Story4
Tube 75X75X4
B259
T1-Story4 Tube 100x100x5
B261
T1-Story4 Tube 100x100x5
B265
T1-Story4
Tube 75X75X4
B266
T1-Story4
Tube 75X75X4
B267
T1-Story4
Tube 75X75X4
B269
T1-Story4
Tube 75X75X4
B271
T1-Story4
Tube 75X75X4
B277
T1-Story4
Tube 75X75X4
B279
T1-Story4
Tube 75X75X4
B284
T1-Story4
Tube 75X75X4
B285
T1-Story4
Tube 75X75X4
B288
T1-Story4
Tube 75X75X4
B289
T1-Story4
Tube 75X75X4
B292
T1-Story4
Tube 75X75X4
B293
T1-Story4
Tube 75X75X4
B297
T1-Story4
Tube 75X75X4
B299
T1-Story4
Tube 75X75X4
B330
T1-Story4
Tube 75X75X4
B346
T1-Story4
Tube 75X75X4
B348
T1-Story4
Tube 75X75X4
B350
T1-Story4
Tube 75X75X4
B361
T1-Story4
ISMB150
B362
T1-Story4
ISMB150
0.696 = 0 + 0.688 + 0.008 0.134 = 0.134 + 0.012 + 3.662E-04 0.121 = 0.121 + 0.008 + 2.666E-04 0.829 = 0 + 0.818 + 0.011 0.274 = 0.274 + 0.032 + 0.032 0.297 = 0.297 + 0.046 + 0.039 0.18 = 0 + 0.051 + 0.129 0.19 = 0 + 0.054 + 0.135 0.145 = 0.145 + 0.018 + 0.003 0.137 = 0.137 + 0.027 + 0 0.593 = 0 + 0.582 + 0.011 0.116 = 0.116 + 0.013 + 0.003 0.11 = 0.11 + 0.009 + 0.004 0.689 = 0 + 0.676 + 0.013 0.649 = 0.295 + 0.345 + 0.01 0.673 = 0.322 + 0.339 + 0.012 0.162 = 0.162 + 0.001 + 0.019 0.155 = 0 + 0.128 + 0.028 0.158 = 0.158 + 0.007 + 0.005 0.144 = 0 + 0.132 + 0.011 0.155 = 0.155 + 0.02 + 0.004 0.143 = 0 + 0.138 + 0.005 0.153 = 0.153 + 0.018 + 0.023 0.136 = 0 + 0.118 + 0.018 0.664 = 0.299 + 0.357 + 0.008 0.376 = 0 + 0.364 + 0.012 0.152 = 0.152 + 0.021 + 0.022 0.164 = 0.164 + 0.018 + 0.023 0.18 = 0.18 + 0.011 + 0.023 0.3 = 0 + 0.204 + 0.096 0.69 = 0 + 0.271 + 0.419
Page 84 of 122
Design Data
9/19/2015
Label
Story
Section
B363
T1-Story4
ISMB150
B364
T1-Story4
ISMB150
B365
T1-Story4
ISMB150
B366
T1-Story4
ISMB150
B367
T1-Story4
Tube 75X75X4
B369
T1-Story4
Tube 75X75X4
B371
T1-Story4
Tube 75X75X4
B373
T1-Story4
Tube 75X75X4
B375
T1-Story4
Tube 75X75X4
B377
T1-Story4
Tube 75X75X4
B379
T1-Story4
Tube 75X75X4
B381
T1-Story4
Tube 75X75X4
B383
T1-Story4
Tube 75X75X4
B385
T1-Story4
Tube 75X75X4
B387
T1-Story4
Tube 75X75X4
B389
T1-Story4
Tube 75X75X4
B391
T1-Story4
Tube 75X75X4
B393
T1-Story4
Tube 75X75X4
B395
T1-Story4
Tube 75X75X4
B397
T1-Story4
Tube 75X75X4
B399
T1-Story4
Tube 75X75X4
B401
T1-Story4
Tube 75X75X4
B1085
T1-Story3
ISMB200
B1151
T1-Story3
ISMB200
B1207
T1-Story3
ISMB200
B1259
T1-Story3
ISMB200
B1308
T1-Story3
ISMB200
B1309
T1-Story3
ISMB200
B12
T1-Story3
ISMB 200
B14
T1-Story3
ISMB 200
B15
T1-Story3
ISMB 200
B16
T1-Story3
ISMB200
Moment Interaction Check 0.695 = 0 + 0.276 + 0.419 0.307 = 0.052 + 0.22 + 0.035 0.547 = 0 + 0.404 + 0.144 0.478 = 0.203 + 0.231 + 0.044 0.131 = 0 + 0.099 + 0.033 0.105 = 0 + 0.094 + 0.011 0.106 = 0 + 0.094 + 0.012 0.127 = 0 + 0.097 + 0.03 0.107 = 0 + 0.076 + 0.031 0.116 = 0 + 0.1 + 0.016 0.114 = 0 + 0.101 + 0.013 0.104 = 0 + 0.076 + 0.028 0.133 = 0 + 0.095 + 0.038 0.107 = 0 + 0.093 + 0.014 0.109 = 0 + 0.092 + 0.017 0.105 = 0 + 0.08 + 0.024 0.161 = 0 + 0.13 + 0.03 0.112 = 0 + 0.075 + 0.037 0.119 = 0 + 0.098 + 0.022 0.117 = 0 + 0.102 + 0.016 0.108 = 0 + 0.077 + 0.031 1.102 = 0.684 + 0.399 + 0.02 0.38 = 0.022 + 0.286 + 0.072 0.369 = 0 + 0.2 + 0.17 0.397 = 0 + 0.235 + 0.162 0.396 = 0 + 0.247 + 0.149 0.818 = 0.12 + 0.615 + 0.083 0.332 = 0 + 0.186 + 0.146 0.784 = 0.102 + 0.61 + 0.073 0.322 = 0 + 0.2 + 0.122 0.389 = 0 + 0.255 + 0.134 0.391 = 0 + 0.243 +
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+EQ+X
0.095
0
Class 1
11.5459
0
DL+LL+WIND+Y
0.016
0
Class 1
0
1.9376
DL+LL+WIND+Y
0.084
0
Class 1
10.2195
0
DL+LL+WIND+Y
0.02
0
Class 1
0
2.3832
DL+LL-EQ+X
0.005
0
Class 1
0.5132
0
DL+EQ+X
0.005
0
Class 1
0.5295
0
DL-EQ+X
0.005
0
Class 1
0.5305
0
DL+LL+EQ+X
0.005
0
Class 1
0.5101
0
DL+LL-EQ+X
0.005
0
Class 1
0.544
0
DL+LL-EQ+X
0.005
0
Class 1
0.54
0
DL+EQ+X
0.005
0
Class 1
0.54
0
DL+LL+EQ+X
0.005
0
Class 1
0.5442
0
DL+LL-EQ+X
0.005
0
Class 1
0.5038
0
DL+EQ+X
0.005
0
Class 1
0.5239
0
DL-EQ+X
0.005
0
Class 1
0.5195
0
DL+LL+EQ+X
0.004
0
Class 1
0.4422
0
DL+LL+EQ+X
0.009
0
Class 1
0.6482
0
DL+LL-EQ+X
0.005
0
Class 1
0.5394
0
DL+LL-EQ+X
0.005
0
Class 1
0.53
0
DL+EQ+X
0.005
0
Class 1
0.5458
0
DL+LL+EQ+X
0.005
0
Class 1
0.525
0
DL+LL+EQ+X
0.019
0
Class 1
0
0
DL+LL+EQ+X
0.045
0
Class 1
8.271
8.369
DL+EQ+X
0.04
0
Class 1
6.9453
7.4013
DL+LL+EQ+X
0.04
0
Class 1
7.2149
7.4467
DL+LL+EQ+X
0.042
0
Class 1
7.3965
7.7283
DL+LL-EQ+X
0.071
0
Class 1
13.0706
13.1505
DL+LL+EQ+X
0.034
0
Class 1
6.0734
6.3107
DL+LL-EQ+X
0.07
0
Class 1
12.9123
12.4189
DL+LL+EQ+X
0.035
0
Class 1
6.4932
6.5942
DL+LL+EQ+X
0.042
0
Class 1
7.6179
7.8745
DL+LL+EQ+X
0.041
0
Class 1
7.5059
7.5972
Page 85 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+EQ+X
0.041
0
Class 1
7.1067
7.6175
DL-EQ+X
0.048
0
Class 1
8.9533
8.3689
DL+LL+WIND+Y
0.065
0
Class 1
11.9876
11.8668
DL+LL+WIND+Y
0.066
0
Class 1
11.0232
12.2603
DL+LL-EQ+X
0.034
0
Class 1
6.1759
6.3628
DL+LL+EQ+X
0.031
0
Class 1
5.4142
5.851
DL+LL+WIND+Y
0.044
0
Class 1
7.1183
8.1245
DL+LL+WIND-Y
0.038
0
Class 1
7.0914
6.3977
DL+LL+WIND+Y
0.062
0
Class 1
11.5693
10.783
DL+LL+EQ+X
0.032
0
Class 1
5.8562
4.8404
DL+LL+WIND-Y
0.061
0
Class 1
0
6.2589
DL+LL+WIND+Y
0.071
0
Class 1
0
7.2414
DL+LL+WIND-Y
0.068
0
Class 1
0
6.9768
DL+LL+WIND+Y
0.081
0
Class 1
0
8.3192
DL+LL+WIND-Y
0.069
0
Class 1
0
7.1054
DL+LL+WIND+Y
0.084
0
Class 1
0
8.6059
DL+LL+WIND-Y
0.065
0
Class 1
0
6.6586
DL+LL+WIND+Y
0.079
0
Class 1
0
8.0807
DL+LL+WIND-Y
0.055
0
Class 1
0
5.6672
DL+LL+WIND+Y
0.066
0
Class 1
0
6.7678
DL+LL-EQ+X
0.036
0
Class 1
0
0
DL+LL-EQ+X
0.031
0
Class 1
0
0
DL+LL-EQ+X
0.031
0
Class 1
0
0
DL+LL+EQ+X
0.031
0
Class 1
0
0
DL+LL+EQ+X
0.031
0
Class 1
0
0
DL+LL+WIND+Y
0.034
0
Class 1
0
0
DL+LL-EQ+X
0.003
0
Class 1
0
0
DL+LL-EQ+X
0.003
0
Class 1
0
0
DL+LL-EQ+X
0.003
0
Class 1
0
0
DL+LL-EQ+X
0.003
0
Class 1
0
0
DL+LL+EQ+X
0.003
0
Class 1
0
0
0.148 B17
T1-Story3
ISMB 200
B18
T1-Story3
ISMB 200
B37
T1-Story3
ISMB 200
B49
T1-Story3
ISMB 200
B114
T1-Story3
ISMB200
B153
T1-Story3
ISMB200
B238
T1-Story3
ISMB200
B239
T1-Story3
ISMB200
B250
T1-Story3
ISMB200
B251
T1-Story3
ISMB200
B175
T1-Story3
Tube 75X75X4
B177
T1-Story3
Tube 75X75X4
B184
T1-Story3
Tube 75X75X4
B186
T1-Story3
Tube 75X75X4
B198
T1-Story3
Tube 75X75X4
B200
T1-Story3
Tube 75X75X4
B212
T1-Story3
Tube 75X75X4
B214
T1-Story3
Tube 75X75X4
B229
T1-Story3
Tube 75X75X4
B233
T1-Story3
Tube 75X75X4
B1
T1-Story2
Tube 75X75X4
B75
T1-Story2
Tube 75X75X4
B91
T1-Story2
Tube 75X75X4
B115
T1-Story2
Tube 75X75X4
B129
T1-Story2
Tube 75X75X4
B145
T1-Story2
Tube 75X75X4
B155
T1-Story2
Tube 75X75X4
B156
T1-Story2
Tube 75X75X4
B157
T1-Story2
Tube 75X75X4
B158
T1-Story2
Tube 75X75X4
B159
T1-Story2
Tube 75X75X4
0.319 = 0.014 + 0.241 + 0.064 0.381 = 0 + 0.273 + 0.108 0.749 = 0 + 0.713 + 0.035 0.766 = 0 + 0.734 + 0.032 0.247 = 0 + 0.098 + 0.15 0.248 = 0 + 0.1 + 0.148 0.493 = 0.073 + 0.403 + 0.016 0.277 = 0 + 0.247 + 0.029 0.722 = 0.127 + 0.585 + 0.01 0.27 = 0 + 0.12 + 0.149 0.687 = 0 + 0.668 + 0.019 0.781 = 0 + 0.756 + 0.025 0.754 = 0 + 0.746 + 0.009 0.887 = 0 + 0.875 + 0.012 0.761 = 0 + 0.759 + 0.002 0.908 = 0 + 0.906 + 0.002 0.723 = 0 + 0.711 + 0.012 0.865 = 0 + 0.849 + 0.016 0.62 = 0 + 0.604 + 0.016 0.725 = 0 + 0.706 + 0.019 0.43 = 0 + 0.326 + 0.104 0.357 = 0 + 0.296 + 0.061 0.331 = 0 + 0.278 + 0.054 0.33 = 0 + 0.278 + 0.052 0.351 = 0 + 0.291 + 0.06 0.379 = 0 + 0.306 + 0.073 0.107 = 0 + 0.028 + 0.08 0.114 = 0 + 0.029 + 0.085 0.109 = 0 + 0.038 + 0.07 0.102 = 0 + 0.037 + 0.064 0.108 = 0 + 0.038 + 0.07
Page 86 of 122
Design Data
9/19/2015
Label
Story
Section
B160 B160
T1-S T1-Sto tory ry2 2
Tube Tube 75X7 75X75X 5X4 4
B180 B180
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B183 B183
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B188 B188
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B191 B191
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B202 B202
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B205 B205
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B216 B216
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B219 B219
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B237 B237
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B263 B263
T1-Sto T1-Story2 ry2 Tube Tube 100x10 100x100x5 0x5
B108 B1085 5
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B115 B1151 1
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B120 B1207 7
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B125 B1259 9
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B130 B1308 8
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B130 B1309 9
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B12
T1-Story1
ISMB200
B14
T1-Story1
ISMB 20 200
B15
T1-Story1
ISMB 20 200
B16
T1-Story1
ISMB 20 200
B17
T1-Story1
ISMB 20 200
B18
T1-Story1
ISMB 20 200
B37
T1-Story1
ISMB 20 200
B39
T1-Story1
ISMB 25 250
B41
T1-Story1
ISMB 25 250
B43
T1-Story1
ISMB 25 250
B45
T1-Story1
ISMB 25 250
B47
T1-Story1
ISMB 25 250
B49
T1-Story1
ISMB 25 250
B50
T1-Story1
ISMB 25 250
B51
T1-Story1
ISMB 25 250
Moment Interaction Check 0.145 = 0 + 0.044 + 0.101 0.302 = 0.021 + 0.277 + 0.005 0.404 = 0.031 + 0.37 + 0.003 0.332 = 0.023 + 0.308 + 0.001 0.444 = 0.034 + 0.409 + 0.001 0.337 = 0.023 + 0.313 + 0.001 0.457 = 0.035 + 0.422 + 0.001 0.317 = 0.022 + 0.293 + 0.002 0.434 = 0.033 + 0.398 + 0.003 0.276 = 0.019 + 0.252 + 0.005 0.381 = 0.029 + 0.347 + 0.005 0.805 = 0 + 0.805 + 0 0.745 = 0 + 0.745 + 0 0.735 = 0 + 0.735 + 0 0.737 = 0 + 0.737 + 0 0.852 = 0 + 0.852 + 0 0.724 = 0 + 0.724 + 0 0.84 = 0 + 0.84 + 0 0.734 = 0 + 0.734 + 0 0.744 = 0 + 0.744 + 0 0.742 = 0 + 0.742 + 0 0.751 = 0 + 0.751 + 0 0.815 = 0 + 0.815 + 0 0.877 = 0 + 0.877 + 0 0.781 = 0 + 0.781 + 0 0.826 = 0 + 0.826 + 0 0.829 = 0 + 0.829 + 0 0.793 = 0 + 0.793 + 0 0.715 = 0 + 0.715 + 0 0.598 = 0 + 0.598 + 0 0.927 = 0 + 0.927 + 0 0.687 = 0 + 0.687 + 0
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+EQ+X
0.004
0
Class 1
0
0
DL DL+LL+WIND-Y
0.032
0
Class 1
0
0
DL+LL+WIND+Y
0.043
0
Class 1
0
0
DL DL+LL+WIND-Y
0.035
0
Class 1
0
0
DL+LL+WIND+Y
0.047
0
Class 1
0
0
DL DL+LL+WIND-Y
0.036
0
Class 1
0
0
DL+LL+WIND+Y
0.049
0
Class 1
0
0
DL DL+LL+WIND-Y
0.033
0
Class 1
0
0
DL+LL+WIND+Y
0.046
0
Class 1
0
0
DL DL+LL+WIND-Y
0.029
0
Class 1
0
0
DL+LL+WIND+Y
0.041
0
Class 1
0
0
DL+LL-EQ+X
0.235
0
Class 1
43.5779
37.3832
DL+LL+EQ+X
0.213
0
Class 1
38.5839
39.5519
DL+LL+EQ+X
0.212
0
Class 1
39.2366
39.2965
DL+LL+EQ+X
0.212
0
Class 1
39.1805
39.4054
DL+LL-EQ+X
0.243
0
Class 1
41.6049
45.2031
DL+LL+EQ+X
0.209
0
Class 1
38.9082
38.6032
DL+LL+EQ+X
0.243
0
Class 1
40.3503
45.1259
DL+LL-EQ+X
0.212
0
Class 1
39.3488
38.8446
DL+LL+EQ+X
0.213
0
Class 1
39.4238
39.6138
DL+LL+EQ+X
0.213
0
Class 1
39.4999
39.5098
DL+LL+EQ+X
0.214
0
Class 1
38.8458
39.7535
DL+LL-EQ+X
0.236
0
Class 1
43.8771
37.64
DL+LL+WIND-Y
0.183
0
Class 1
34.0697
31.4021
DL+LL+WIND+Y
0.19
0
Class 1
53.1085
53.5418
DL+LL+WIND+Y
0.195
0
Class 1
51 51.3487
54.8008
DL+LL+WIND+Y
0.195
0
Class 1
50 50.3521
54.8648
DL+LL+WIND+Y
0.191
0
Class 1
49.961
53.8344
DL+LL+WIND+Y
0.184
0
Class 1
50 50.2038
51.6208
DL+LL+WIND+Y
0.144
0
Class 1
40 40.5988
39.6802
DL+LL-EQ+X
0.368
0
Class 1
94.1095
103.4942
DL+LL+EQ+X
0.296
0
Class 1
83.1037
81.3577
Pag Page 87 of 122
Design Data
9/19/2015
Label
Story
Section
B52
T1-Story1
ISMB 25 250
B53
T1-Story1
ISMB 25 250
B54
T1-Story1
ISMB 25 250
B55
T1-Story1
ISMB 25 250
B114 B114
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B122 B122
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B130 B130
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B137 B137
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B139 B139
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B147 B147
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B153 B153
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B154 B154
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B163 B163
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B164
T1-Story1
ISMB250
B171 B171
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B172 B172
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B179 B179
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B238 B238
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B239 B239
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B240
T1-Story1
ISMB250
B241 B241
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B242 B242
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B243 B243
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B244 B244
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B245 B245
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B246 B246
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B247
T1-Story1
ISMB250
B248 B248
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B249 B249
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B250 B250
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B251 B251
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B252 B252
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B253
T1-Story1
ISMB250
Moment Interaction Check 0.717 = 0 + 0.717 + 0 0.716 = 0 + 0.716 + 0 0.689 = 0 + 0.689 + 0 0.935 = 0 + 0.935 + 0 0.645 = 0 + 0.645 + 0 0.333 = 0 + 0.333 + 0 0.337 = 0 + 0.337 + 0 0.338 = 0 + 0.338 + 0 0.336 = 0 + 0.336 + 0 0.332 = 0 + 0.332 + 0 0.557 = 0 + 0.557 + 0 0.739 = 0 + 0.739 + 0 0.607 = 0 + 0.607 + 0 0.62 = 0 + 0.62 + 0 0.621 = 0 + 0.621 + 0 0.605 = 0 + 0.605 + 0 0.735 = 0 + 0.735 + 0 0.771 = 0 + 0.771 + 0 0.672 = 0 + 0.672 + 0 0.78 = 0 + 0.78 + 0 0.333 = 0 + 0.333 + 0 0.801 = 0 + 0.801 + 0 0.339 = 0 + 0.339 + 0 0.793 = 0 + 0.793 + 0 0.341 = 0 + 0.341 + 0 0.759 = 0 + 0.759 + 0 0.34 = 0 + 0.34 + 0 0.695 = 0 + 0.695 + 0 0.336 = 0 + 0.336 + 0 0.567 = 0 + 0.567 + 0 0.566 = 0 + 0.566 + 0 0.924 = 0 + 0.924 + 0 0.687 = 0 + 0.687 +
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL-EQ+X
0.303
0
Class 1
84.9074
85.2214
DL+LL+EQ+X
0.303
0
Class 1
85.2538
84.8605
DL+LL-EQ+X
0.295
0
Class 1
81.4831
83.0116
DL+LL+EQ+X
0.367
0
Class 1
103.1487
94.6998
DL+LL+WIND-Y
0.153
0
Class 1
28.4614
28.451
DL+LL+WIND-Y
0.134
0
Class 1
37.6208
37.3579
DL+LL+WIND-Y
0.135
0
Class 1
37.8269
37.0597
DL+LL+WIND-Y
0.135
0
Class 1
37.8851
36.9532
DL+LL+WIND-Y
0.135
0
Class 1
37.8286
37.0159
DL+LL+WIND-Y
0.134
0
Class 1
37.6456
37.267
DL+LL+WIND-Y
0.144
0
Class 1
26.4594
26.7072
DL+LL+EQ+X
0.315
0
Class 1
72 72.567
88.618
DL+LL-EQ+X
0.256
0
Class 1
72.0804
69.2039
DL+LL+EQ+X
0.259
0
Class 1
72.2548
72.7545
DL+LL-EQ+X
0.259
0
Class 1
72.8001
72.2026
DL+LL+EQ+X
0.256
0
Class 1
69.3596
71.9982
DL+LL-EQ+X
0.313
0
Class 1
88 8 8.132
72.0427
DL+LL+WIND+Y
0.17
0
Class 1
28.7833
31.5751
DL+LL+WIND-Y
0.157
0
Class 1
29.1001
28.4764
DL+LL+WIND-Y
0.191
0
Class 1
53.597
51.6086
DL+LL+WIND+Y
0.134
0
Class 1
37 37.2893
37.6935
DL+LL+WIND-Y
0.193
0
Class 1
54.1523
49.6912
DL+LL+WIND+Y
0.135
0
Class 1
37 37.0164
37.9505
DL+LL+WIND-Y
0.192
0
Class 1
53.9062
48.7175
DL+LL+WIND+Y
0.135
0
Class 1
36 36.9215
38.0849
DL+LL+WIND-Y
0.188
0
Class 1
52.906
48.5152
DL+LL+WIND+Y
0.135
0
Class 1
36.9851
38.0539
DL+LL+WIND-Y
0.182
0
Class 1
51.0923
49.0926
DL+LL+WIND+Y
0.135
0
Class 1
37 37.2199
37.8489
DL+LL+WIND-Y
0.148
0
Class 1
38.7123
41.5107
DL+LL+WIND+Y
0.143
0
Class 1
26 26.5746
26.6284
DL+LL-EQ+X
0.368
0
Class 1
93.8904
103.3667
DL+LL+EQ+X
0.296
0
Class 1
83.0898
81.3252
Pag Page 88 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL-EQ+X
0.303
0
Class 1
84 8 4.884
85.1717
DL+LL+EQ+X
0.303
0
Class 1
85 85.225
84.813
DL+LL-EQ+X
0.295
0
Class 1
81.4771
82.9691
DL+LL+EQ+X
0.366
0
Class 1
102.9793
94.6569
DL+LL-EQ+X
0.228
0
Class 1
42 4 2.268
27.8349
DL+LL+EQ+X
0.227
0
Class 1
42.1199
27.6717
DL+LL+WIND-Y
0.226
0
Class 1
42.0093
27.5625
DL+LL+EQ+X
0.226
0
Class 1
42.0331
27.5956
DL+LL-EQ+X
0.226
0
Class 1
42.0565
27.6193
DL+LL+EQ+X
0.226
0
Class 1
42.0585
27.6178
DL+LL-EQ+X
0.226
0
Class 1
42 4 2.032
27.5962
DL+LL+WIND-Y
0.226
0
Class 1
42.0068
27.5615
DL+LL-EQ+X
0.227
0
Class 1
42.1233
27.6857
DL+LL+EQ+X
0.228
0
Class 1
42.3577
27.8714
DL+LL+EQ+X
0.229
0
Class 1
42.4695
27.9229
DL+LL-EQ+X
0.201
0
Class 1
33.3044
37.3155
DL+LL+EQ+X
0.199
0
Class 1
33.0071
36.9627
DL+LL+WIND+Y
0.198
0
Class 1
32 32.8116
36.7731
DL+LL+EQ+X
0.198
0
Class 1
32.8499
36.8087
DL+LL-EQ+X
0.198
0
Class 1
32.8929
36.8507
DL+LL+EQ+X
0.198
0
Class 1
32.8908
36.8533
DL+LL-EQ+X
0.198
0
Class 1
32.8514
36.8068
DL+LL+WIND+Y
0.198
0
Class 1
32.8181
36.775
DL+LL-EQ+X
0.199
0
Class 1
33.0266
36.9693
0 0.716 = 0 + 0.716 + 0 0.715 = 0 + 0.715 + 0 0.688 = 0 + 0.688 + 0 0.934 = 0 + 0.934 + 0 0.942 = 0 + 0.942 + 0 0.939 = 0 + 0.939 + 0 0.937 = 0 + 0.937 + 0 0.937 = 0 + 0.937 + 0 0.938 = 0 + 0.938 + 0 0.938 = 0 + 0.938 + 0 0.937 = 0 + 0.937 + 0 0.937 = 0 + 0.937 + 0 0.939 = 0 + 0.939 + 0 0.944 = 0 + 0.944 + 0 0.946 = 0 + 0.946 + 0 0.712 = 0 + 0.712 + 0 0.695 = 0 + 0.695 + 0 0.684 = 0 + 0.684 + 0 0.686 = 0 + 0.686 + 0 0.688 = 0 + 0.688 + 0 0.688 = 0 + 0.688 + 0 0.686 = 0 + 0.686 + 0 0.684 = 0 + 0.684 + 0 0.695 = 0 + 0.695 + 0
B254 B254
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B255 B255
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B256 B256
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B257 B257
T1-St 1-Sto ory1 ry1
ISMB2 SMB250 50
B224 B224
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B226 B226
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B228 B228
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B230 B230
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B232 B232
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B234 B234
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B236 B236
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B258 B258
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B260 B260
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B262 B262
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B264 B264
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B268 B268
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B270 B270
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B272 B272
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B274 B274
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B276 B276
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B278 B278
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B281 B281
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B296 B296
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B298 B298
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B300
T1-Story1
ISMB200
0.72 = 0 + 0.72 + 0
DL+LL+EQ+X
0.202
0
Class 1
33.3676
37.4531
B302 B302
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
0.734 = 0 + 0.734 + 0
DL+LL+EQ+X
0.203
0
Class 1
33.5068
37.7239
B303
T1-Story1
ISMB200
0.72 = 0 + 0.72 + 0
DL+LL-EQ+X
0.202
0
Class 1
33.3841
37.481
DL+LL-EQ+X
0.228
0
Class 1
42.3145
27.8525
DL+LL-EQ+X
0.227
0
Class 1
27.8355
42.2431
DL+LL-EQ+X
0.201
0
Class 1
37.41
33.3678
DL+LL-EQ+X
0.227
0
Class 1
27 2 7.823
42.2214
DL+LL-EQ+X
0.201
0
Class 1
37.2691
33.2927
B304 B304
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B305 B305
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B306 B306
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B307 B307
T1-St 1-Sto ory1 ry1
ISMB2 SMB200 00
B308
T1-Story1
ISMB200
0.943 = 0 + 0.943 + 0 0.941 = 0 + 0.941 + 0 0.715 = 0 + 0.715 + 0 0.941 = 0 + 0.941 + 0 0.709 = 0 + 0.709 +
Pag Page 89 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL+EQ+X
0.227
0
Class 1
27.6626
42.1144
DL+LL+EQ+X
0.199
0
Class 1
36.9572
32.9982
DL+LL+WIND+Y
0.226
0
Class 1
27.5635
42.0078
DL+LL-EQ+Y
0.198
0
Class 1
36.7685
32.812
DL+LL+EQ+X
0.226
0
Class 1
27.5953
42.0301
DL+LL+EQ+X
0.198
0
Class 1
36.8056
32.8496
DL+LL-EQ+X
0.226
0
Class 1
27.6188
42.0522
DL+LL-EQ+X
0.198
0
Class 1
36.8464
32.8925
DL+LL+EQ+X
0.226
0
Class 1
27.6165
42.0553
DL+LL+EQ+X
0.198
0
Class 1
36.8501
32.8896
DL+LL-EQ+X
0.226
0
Class 1
27.5958
42.0284
DL+LL-EQ+X
0.198
0
Class 1
36.8032
32.851
DL+LL+WIND+Y
0.226
0
Class 1
27.5632
42.0043
DL+LL-EQ+X
0.198
0
Class 1
36.7754
32.8213
DL+LL-EQ+X
0.227
0
Class 1
27.6855
42.1183
DL+LL-EQ+X
0.199
0
Class 1
36.9643
33.0264
DL+LL+EQ+X
0.228
0
Class 1
27.868
42.3551
DL+LL+EQ+X
0.202
0
Class 1
37.4506
33.3644
DL+LL+EQ+X
0.229
0
Class 1
27.925
42.4692
DL+LL+EQ+X
0.203
0
Class 1
37.7235
33.5095
DL+LL+EQ+Y
0.062
0
Class 1
0
29.1848
DL+LL-EQ+Y
0.097
0
Class 1
27.3629
0
DL+LL+EQ+X
0.053
0
Class 1
0
14.7789
DL+LL-EQ+X
0.008
0
Class 1
2.1255
1.6536
DL+LL-EQ+X
0.013
0
Class 1
3.6222
3.1593
DL+LL-EQ+X
0.013
0
Class 1
3.6668
2.5682
DL+LL+EQ+X
0.013
0
Class 1
1.3026
3.6904
DL+LL-EQ+X
0.012
0
Class 1
3.4787
3.0158
DL+LL-EQ+X
0.011
0
Class 1
3.0834
2.6205
DL+LL+EQ+X
0.018
0
Class 1
2.041
4.9337
DL+LL-EQ+X
0.052
0
Class 1
0
14.699
0 B309
T1-Story1
ISMB200
B310
T1-Story1
ISMB200
B311
T1-Story1
ISMB200
B312
T1-Story1
ISMB200
B313
T1-Story1
ISMB200
B314
T1-Story1
ISMB200
B315
T1-Story1
ISMB200
B316
T1-Story1
ISMB200
B317
T1-Story1
ISMB200
B318
T1-Story1
ISMB200
B319
T1-Story1
ISMB200
B320
T1-Story1
ISMB200
B321
T1-Story1
ISMB200
B322
T1-Story1
ISMB200
B323
T1-Story1
ISMB200
B324
T1-Story1
ISMB200
B325
T1-Story1
ISMB200
B326
T1-Story1
ISMB200
B327
T1-Story1
ISMB200
B328
T1-Story1
ISMB200
B275
T3-GF Slab
ISMB 350
B332
T3-GF Slab
ISMB250
B339
T3-GF Slab
ISMB250
B353
T3-GF Slab
ISMB250
B356
T3-GF Slab
ISMB250
B407
T3-GF Slab
ISMB250
B412
T3-GF Slab
ISMB250
B354
T3-GF Slab
ISMB250
B414
T3-GF Slab
ISMB250
B416
T3-GF Slab
ISMB250
B418
T3-GF Slab
ISMB250
0.939 = 0 + 0.939 + 0 0.694 = 0 + 0.694 + 0 0.937 = 0 + 0.937 + 0 0.684 = 0 + 0.684 + 0 0.937 = 0 + 0.937 + 0 0.686 = 0 + 0.686 + 0 0.937 = 0 + 0.937 + 0 0.688 = 0 + 0.688 + 0 0.938 = 0 + 0.938 + 0 0.688 = 0 + 0.688 + 0 0.937 = 0 + 0.937 + 0 0.686 = 0 + 0.686 + 0 0.937 = 0 + 0.937 + 0 0.684 = 0 + 0.684 + 0 0.939 = 0 + 0.939 + 0 0.695 = 0 + 0.695 + 0 0.944 = 0 + 0.944 + 0 0.72 = 0 + 0.72 + 0 0.946 = 0 + 0.946 + 0 0.734 = 0 + 0.734 + 0 0.118 = 0 + 0.117 + 0.001 0.434 = 0.012 + 0.422 + 0 0.091 = 0 + 0.09 + 0.001 0.013 = 2.422E-04 + 0.012 + 0.001 0.02 = 0.001 + 0.019 + 0.001 0.011 = 0 + 0.011 + 1.082E-04 0.013 = 0 + 0.012 + 0.001 0.017 = 0 + 0.016 + 0.001 0.016 = 0 + 0.014 + 0.001 0.019 = 0 + 0.018 + 0.001 0.088 = 0.003 + 0.085 + 0.001
Page 90 of 122
Design Data
9/19/2015
Label
Story
Section
B419
T3-GF Slab
ISMB250
B423
T3-GF Slab
ISMB250
B440
T3-GF Slab
ISMB250
B441
T3-GF Slab
ISMB250
B442
T3-GF Slab
ISMB250
B443
T3-GF Slab
ISMB250
B444
T3-GF Slab
ISMB250
B445
T3-GF Slab
ISMB250
B446
T3-GF Slab
ISMB250
B447
T3-GF Slab
ISMB250
B448
T3-GF Slab
ISMB250
B449
T3-GF Slab
ISMB250
B450
T3-GF Slab
ISMB250
B451
T3-GF Slab
ISMB250
B452
T3-GF Slab
ISMB250
B453
T3-GF Slab
ISMB250
B454
T3-GF Slab
ISMB250
B455
T3-GF Slab
ISMB250
B456
T3-GF Slab
ISMB250
B457
T3-GF Slab
ISMB250
B458
T3-GF Slab
ISMB150
B459
T3-GF Slab
ISMB150
B460
T3-GF Slab
ISMB150
B461
T3-GF Slab
ISMB150
B463
T3-GF Slab
ISMB150
B464
T3-GF Slab
ISMB150
B465
T3-GF Slab
ISMB150
B466
T3-GF Slab
ISMB150
B173
T3-GF Slab
ISMB150
B424
T3-GF Slab
ISMB150
B425
T3-GF Slab
ISMB 350
B426
T3-GF Slab
ISMB 350
Moment Interaction Check 0.421 = 0.009 + 0.412 + 1.468E-04 0.015 = 0.001 + 0.014 + 4.94E-04 0.087 = 0.011 + 0.076 + 0.001 0.085 = 0.013 + 0.072 + 0 0.078 = 0.013 + 0.064 + 0.001 0.125 = 0 + 0.125 + 3.7E-04 0.042 = 0 + 0.042 + 4.448E-04 0.069 = 0 + 0.069 + 4.191E-04 0.069 = 0 + 0.068 + 0.001 0.047 = 0 + 0.046 + 0.001 0.119 = 0 + 0.118 + 0.001 0.061 = 0.002 + 0.059 + 1.306E-04 0.059 = 0 + 0.058 + 0.001 0.093 = 0 + 0.092 + 0.001 0.089 = 0.001 + 0.087 + 3.106E-04 0.052 = 0 + 0.051 + 0.001 0.081 = 0 + 0.081 + 4.279E-04 0.08 = 0.001 + 0.079 + 3.037E-04 0.047 = 0.002 + 0.045 + 0.001 0.104 = 0.003 + 0.101 + 3.809E-04 0.002 = 0 + 0.002 + 3.925E-04 0.002 = 0 + 0.002 + 1.918E-04 0.005 = 0.003 + 0.002 + 0 0.005 = 0.004 + 0.002 + 0 0.005 = 0.003 + 0.002 + 3.668E-04 0.032 = 0 + 0.03 + 0.001 0.029 = 0.001 + 0.028 + 0.001 0.002 = 0 + 0.002 + 1.079E-04 0.002 = 0 + 0.002 + 3.202E-04 0.002 = 0.002 + 4.443E-04 + 0 0.07 = 0.006 + 0.064 + 3.767E-04 0.056 = 0.006 + 0.05
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
Class
DL+LL-EQ+Y
0.089
0
Class 1
25.0655
0
DL+LL+EQ+X
0.01
0
Class 1
2.218
2.6808
DL+LL-EQ+Y
0.05
0
Class 1
0
0
DL+LL-EQ+Y
0.01
0
Class 1
0
0
DL+LL-EQ+Y
0.044
0
Class 1
0
12.3043
DL+LL-EQ+Y
0.053
0
Class 1
14.9727
0
DL+LL+EQ+Y
0.013
0
Class 1
0
0
DL+LL+EQ+Y
0.041
0
Class 1
0
11.5703
DL+LL-EQ+X
0.042
0
Class 1
11.8414
0
DL+LL-EQ+X
0.011
0
Class 1
0
0
DL+LL+EQ+Y
0.053
0
Class 1
0
14.7935
DL+LL-EQ+Y
0.044
0
Class 1
0
0
DL+LL+EQ+Y
0.009
0
Class 1
0
0
DL+LL+EQ+Y
0.05
0
Class 1
0
14.1343
DL+LL-EQ+Y
0.048
0
Class 1
13.5083
0
DL+LL+EQ+Y
0.007
0
Class 1
0
0
DL+LL+EQ+Y
0.047
0
Class 1
0
13.0873
DL+LL-EQ+Y
0.045
0
Class 1
12.5856
0
DL+LL-EQ+X
0.009
0
Class 1
0
0
DL+LL-EQ+X
0.05
0
Class 1
0
14.0194
DL+LL+EQ+X
0.001
0
Class 1
0
0
DL+LL-EQ+X
0.001
0
Class 1
0
0
DL+LL+EQ+Y
0.001
0
Class 1
0
0
DL+LL+EQ+Y
0.001
0
Class 1
0
0
DL+LL+EQ+Y
0.001
0
Class 1
0
0
DL+LL+EQ+Y
0.005
0
Class 1
0
0
DL+LL+EQ+Y
0.004
0
Class 1
0
0
DL+LL-EQ+X
0.001
0
Class 1
0
0
DL+LL+EQ+Y
0.001
0
Class 1
0
0
DL+LL+EQ+Y
0.001
0
Class 1
0
0
DL+LL-EQ+X
0.037
0
Class 1
17.5306
0
DL+LL-EQ+X
0.012
0
Class 1
0
0
Page 91 of 122
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
PMM Combo
V Ratio
SigmaE Ratio
Class
Conn. V Conn. V JI-End End kN kN
+ 2.674E-04 D50
T1-Story5
Tube 100x100x5
D51
T1-Story5
Tube 100x100x5
D54
T1-Story5
Tube 100x100x5
D55
T1-Story5
Tube 100x100x5
D56
T1-Story5
Tube 100x100x5
D57
T1-Story5
Tube 100x100x5
D58
T1-Story5
Tube 100x100x5
D59
T1-Story5
Tube 100x100x5
D60
T1-Story5
Tube 100x100x5
D61
T1-Story5
Tube 100x100x5
D66
T1-Story5
Tube 100x100x5
D67
T1-Story5
Tube 100x100x5
D70
T1-Story5
Tube 100x100x5
D71
T1-Story5
Tube 100x100x5
D69
T1-Story4
Tube 100x100x5
D73
T1-Story4
Tube 50x50x4
D74
T1-Story4
Tube 50x50x4
D81
T1-Story4
Tube 50x50x4
D82
T1-Story4
Tube 50x50x4
D72
T1-Story4
Tube 100x100x5
D85
T1-Story4
Tube 100x100x5
D88
T1-Story4
Tube 100x100x5
D89
T1-Story4
Tube 100x100x5
D92
T1-Story4
Tube 50x50x4
D93
T1-Story4
Tube 50x50x4
D100
T1-Story4
Tube 50x50x4
D101
T1-Story4
Tube 50x50x4
D104
T1-Story4
Tube 100x100x5
D105
T1-Story4
Tube 100x100x5
D109
T1-Story4
Tube 100x100x5
D110
T1-Story4
Tube 100x100x5
0.603 = 0.525 + 0.075 + 0.003 0.598 = 0.488 + 0.097 + 0.013 0.414 = 0.366 + 0.046 + 0.003 0.401 = 0.352 + 0.041 + 0.008 0.416 = 0.336 + 0.068 + 0.012 0.425 = 0.322 + 0.078 + 0.024 0.471 = 0.419 + 0.052 + 0 0.475 = 0.416 + 0.046 + 0.013 0.453 = 0.382 + 0.057 + 0.014 0.415 = 0.316 + 0.075 + 0.024 0.228 = 0.228 + 0.018 + 0.044 0.178 = 0 + 0.028 + 0.149 0.26 = 0.26 + 0.02 + 0.051 0.195 = 0.195 + 0.013 + 0.009 0.272 = 0.272 + 0.032 + 0.002 0.328 = 0 + 0.003 + 0.325 0.294 = 0 + 0.014 + 0.28 0.299 = 0 + 0.015 + 0.285 0.336 = 0 + 0.004 + 0.332 0.301 = 0.301 + 0.037 + 0.013 0.325 = 0.325 + 0.038 + 0.004 0.342 = 0.342 + 0.045 + 0.017 0.38 = 0.38 + 0.052 + 0.008 0.26 = 0 + 0.002 + 0.257 0.287 = 0 + 0.022 + 0.265 0.294 = 0 + 0.023 + 0.272 0.274 = 0 + 0.002 + 0.272 0.32 = 0.32 + 0.04 + 0.004 0.349 = 0.349 + 0.043 + 0.002 0.37 = 0.37 + 0.051 + 0.003 0.414 = 0.414 + 0.06 + 0.003
DL+LL+W IND+Y
0.027
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.038
0
Cl ass 1
718.9291
718.9291
DL+LL+WIND-Y
0.02
0
Class 1
718.9291
718.9291
DL+LL+WIND-Y
0.02
0
Class 1
718.9291
718.9291
DL+LL+WIND+Y
0.02
0
Class 1
718.9291
718.9291
DL+LL+W IND+Y
0.026
0
Cl ass 1
718.9291
718.9291
DL+LL+WIND+Y
0.02
0
Class 1
718.9291
718.9291
DL+LL+WIND+Y
0.02
0
Class 1
718.9291
718.9291
DL+LL+W IND+Y
0.023
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.032
0
Cl ass 1
718.9291
718.9291
DL+LL+WIND-Y
0.02
0
Class 1
718.9291
718.9291
DL+LL-EQ+X
0.013
0
Class 1
718.9291
7 18.9291
DL+LL+WIND+Y
0.02
0
Class 1
718.9291
718.9291
DL+LL+W IND+Y
0.013
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.004
0
Cl ass 1
718.9291
718.9291
DL+LL+EQ+X
0.024
0
Class 1
277.9546
277.9546
DL+LL-EQ+X
0.02
0
Class 1
277.9546
2 77.9546
DL+LL-EQ+X
0.02
0
Class 1
277.9546
2 77.9546
DL+LL+EQ+X
0.025
0
Class 1
277.9546
277.9546
DL+LL+W IND-Y
0.015
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND-Y
0.003
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.014
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.003
0
Cl ass 1
718.9291
718.9291
DL+LL-EQ+X
0.02
0
Class 1
277.9546
2 77.9546
DL+LL-EQ+X
0.018
0
Class 1
277.9546
2 77.9546
DL+LL-EQ+X
0.019
0
Class 1
277.9546
2 77.9546
DL+LL-EQ+X
0.02
0
Class 1
277.9546
2 77.9546
DL+LL+W IND-Y
0.014
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND-Y
0.002
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.014
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.003
0
Cl ass 1
718.9291
718.9291
Page 92 of 122
Design Data
Label
Story
9/19/2015
Section
D113
T1-Story4
Tube 50x50x4
D114
T1-Story4
Tube 50x50x4
D121
T1-Story4
Tube 50x50x4
D122
T1-Story4
Tube 50x50x4
D125
T1-Story4
Tube 100x100x5
D126
T1-Story4
Tube 100x100x5
D129
T1-Story4
Tube 100x100x5
D130
T1-Story4
Tube 100x100x5
D133
T1-Story4
Tube 50x50x4
D134
T1-Story4
Tube 50x50x4
D141
T1-Story4
Tube 50x50x4
D142
T1-Story4
Tube 50x50x4
D145
T1-Story4
Tube 100x100x5
D146
T1-Story4
Tube 100x100x5
D149
T1-Story4
Tube 100x100x5
D150
T1-Story4
Tube 100x100x5
D153
T1-Story4
Tube 50x50x4
D154
T1-Story4
Tube 50x50x4
D161
T1-Story4
Tube 50x50x4
D162
T1-Story4
Tube 50x50x4
D1
T1-Story3
ISMB150
D3
T1-Story3
ISMB150
D4
T1-Story3
Tube 100x100x5
D10
T1-Story3
Tube 100x100x5
D2
T1-Story3
Tube 100x100x5
D5
T1-Story3
Tube 100x100x5
D22
T1-Story3
Tube 100x100x5
D23
T1-Story3
Tube 100x100x5
D41
T1-Story3
Tube 100x100x5
D42
T1-Story3
Tube 100x100x5
D52
T1-Story3
Tube 100x100x5
D53
T1-Story3
Tube 100x100x5
Moment Interaction Check 0.265 = 0 + 0.004 + 0.262 0.275 = 0 + 0.025 + 0.25 0.274 = 0 + 0.026 + 0.249 0.268 = 0 + 0.003 + 0.265 0.303 = 0.303 + 0.037 + 0.005 0.328 = 0.328 + 0.039 + 0.009 0.345 = 0.345 + 0.046 + 0.01 0.384 = 0.384 + 0.053 + 0.013 0.279 = 0 + 0.003 + 0.276 0.298 = 0 + 0.023 + 0.275 0.296 = 0 + 0.023 + 0.273 0.279 = 0 + 0.002 + 0.277 0.243 = 0.243 + 0.029 + 0.011 0.253 = 0.253 + 0.028 + 0.004 0.316 = 0.316 + 0.039 + 0.015 0.336 = 0.336 + 0.039 + 0.005 0.305 = 0 + 0.003 + 0.302 0.314 = 0 + 0.017 + 0.297 0.306 = 0 + 0.016 + 0.291 0.322 = 0 + 0.004 + 0.318 0.123 = 0 + 0.009 + 0.114 0.296 = 0 + 0.104 + 0.191 0.481 = 0 + 0.458 + 0.023 0.388 = 0 + 0.375 + 0.013 0.519 = 0 + 0.511 + 0.008 0.445 = 0 + 0.437 + 0.008 0.524 = 0 + 0.519 + 0.005 0.451 = 0 + 0.448 + 0.003 0.493 = 0 + 0.487 + 0.006 0.427 = 0 + 0.417 + 0.01 0.429 = 0 + 0.407 + 0.022 0.348 = 0 + 0.33 +
Conn. V Conn. V JI-End End kN kN
PMM Combo
V Ratio
SigmaE Ratio
DL+LL+EQ+X
0.02
0
Class 1
277.9546
2 77.9546
DL+LL+EQ+X
0.018
0
Class 1
277.9546
2 77.9546
DL+LL+EQ+X
0.018
0
Class 1
277.9546
277.9546
DL+LL+EQ+X
0.02
0
Class 1
277.9546
2 77.9546
DL+LL+W IND-Y
0.015
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND-Y
0.003
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.015
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.003
0
Cl ass 1
718.9291
718.9291
DL+LL+EQ+X
0.02
0
Class 1
277.9546
2 77.9546
DL+LL+EQ+X
0.019
0
Class 1
277.9546
277.9546
DL+LL+EQ+X
0.019
0
Class 1
277.9546
277.9546
DL+LL+EQ+X
0.021
0
Class 1
277.9546
277.9546
DL+LL+W IND-Y
0.015
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND-Y
0.004
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.014
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND+Y
0.004
0
Cl ass 1
718.9291
718.9291
DL+LL-EQ+X
0.022
0
Class 1
277.9546
2 77.9546
DL+LL+EQ+X
0.021
0
Class 1
277.9546
277.9546
DL+LL+EQ+X
0.021
0
Class 1
277.9546
277.9546
DL+LL-EQ+X
0.023
0
Class 1
277.9546
2 77.9546
DL+LL-EQ+X
0.006
0
Class 1
717.3499
7 17.3499
DL+LL-EQ+X
0.029
0
Class 1
717.3499
7 17.3499
DL+LL+W IND-Y
0.035
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND-Y
0.045
0
Cl ass 1
718.9291
718.9291
DL+LL+W IND-Y
0.038
0
Cl ass 1
718.9291
718.9291
DL+WIND+Y
0.037
0
Class 1
718.9291
7 18.9291
DL+LL+W IND-Y
0.039
0
Cl ass 1
718.9291
718.9291
DL+WIND+Y
0.034
0
Class 1
718.9291
7 18.9291
DL+LL+W IND-Y
0.037
0
Cl ass 1
718.9291
718.9291
DL+WIND+Y
0.034
0
Class 1
718.9291
7 18.9291
DL+LL+W IND-Y
0.031
0
Cl ass 1
718.9291
718.9291
DL+W IND+Y
0.039
0
Cl ass 1
718.9291
718.9291
Page 93 of 122
Class
Design Data
Label
Story
9/19/2015
Section
Moment Interaction Check
PMM Combo
V Ratio
SigmaE Ratio
Class
Conn. V Conn. V JI-End End kN kN
0.017 D62
T1-Story3
Tube 100x100x5
D63
T1-Story3
Tube 100x100x5
D83
T1-Story2
Tube 75X75X4
D84
T1-Story2
Tube 75X75X4
D102
T1-Story2
Tube 75X75X4
D103
T1-Story2
Tube 75X75X4
D123
T1-Story2
Tube 75X75X4
D124
T1-Story2
Tube 75X75X4
D143
T1-Story2
Tube 75X75X4
D144
T1-Story2
Tube 75X75X4
D163
T1-Story2
Tube 75X75X4
D164
T1-Story2
Tube 75X75X4
D165
T1-Story2
Tube 75X75X4
D166
T1-Story2
Tube 75X75X4
D167
T1-Story2
Tube 75X75X4
D168
T1-Story2
Tube 75X75X4
0.061 = 0 + 0.012 + 0.049 0.234 = 0 + 0.193 + 0.041 0.613 = 0.054 + 0.531 + 0.028 0.41 = 0.037 + 0.364 + 0.008 0.639 = 0.058 + 0.574 + 0.007 0.452 = 0.041 + 0.404 + 0.007 0.651 = 0.06 + 0.591 + 3.185E-04 0.453 = 0.041 + 0.411 + 0.001 0.625 = 0.057 + 0.56 + 0.008 0.428 = 0.039 + 0.385 + 0.005 0.572 = 0.05 + 0.498 + 0.023 0.38 = 0.034 + 0.334 + 0.013 0.007 = 0 + 0.007 + 0 0.007 = 0 + 0.007 + 0 0.007 = 0 + 0.007 + 0 0.007 = 0 + 0.007 + 0
DL+LL+EQ+X
0.008
0
Class 1
718.9291
718.9291
DL+LL+W IND-Y
0.022
0
Cl ass 1
718.9291
718.9291
DL+LL+WIND+Y
0.07
0
Class 1
429.7546
429.7546
DL+LL+W IND-Y
0.045
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND+Y
0.074
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND-Y
0.049
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND+Y
0.076
0
Cl ass 1
429.7546
429.7546
DL+LL+WIND-Y
0.05
0
Class 1
429.7546
429.7546
DL+LL+W IND+Y
0.072
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND-Y
0.047
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND+Y
0.066
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND-Y
0.041
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND-Y
0.001
0
Cl ass 1
429.7546
429.7546
DL+WIND+Y
0.001
0
Class 1
429.7546
429.7546
DL+LL+W IND-Y
0.001
0
Cl ass 1
429.7546
429.7546
DL+LL+W IND+Y
0.001
0
Cl ass 1
429.7546
429.7546
6.2 Concrete Frame Design Table 6.5 - Concrete Frame Preferences - IS 456-2000 Item
Value
Multi-Response Design
Step-by-Step - All
# Interaction Curves
24
# Interaction Points
11
Minimum Eccentricity
Yes
Additional Moment
Yes
Gamma (Steel)
1.15
Gamma (Concrete)
1.5
Pattern Live Load Factor
0.75
D/C Ratio Limit
1
Table 6.6 - Concrete Column PMM Envelope Label
Story
Section
Location
P kN
M Major kN-m
M Minor kN-m
PMM Combo
PMM Ratio or Rebar %
C1
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
182.4446
13.1897
13.3905
1.5[DL+LL]
0.213
C1
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
185.8889
-8.2466
-7.8242
1.5[DL+LL]
0.157
C36
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
177.4776
-10.8915
15.011
1.5[DL+LL]
0.209
C36
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
150.5304
5.6851
-12.4852
C51
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
402.4435
25.9065
-8.0489
Page 94 of 122
DL+LL+WIN D-Y 1.5[DL+LL]
0.157 0.346
Design Data
9/19/2015
Label
Story
Section
Location
P kN
M Major kN-m
M Minor kN-m
PMM Combo
PMM Ratio or Rebar %
C51
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
405.8878
-8.1644
8.1178
1.5[DL+LL]
0.262
C86
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
405.7393
26.459
8.1148
1.5[DL+LL]
0.351
C86
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
409.1836
-8.1034
8.1837
1.5[DL+LL]
0.264
C94
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
411.7466
26.6638
8.2349
1.5[DL+LL]
0.355
C94
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
415.1909
-8.0885
8.3038
1.5[DL+LL]
0.268
C103
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
404.786
26.4103
8.0957
1.5[DL+LL]
0.351
C103
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
408.2303
-8.09
-8.1646
1.5[DL+LL]
0.263
C114
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
398.0173
25.7523
7.9603
1.5[DL+LL]
0.343
C114
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
401.4616
-8.1534
-8.0292
1.5[DL+LL]
0.26
C6
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
205.1978
12.0528
-13.9958
1.5[DL+LL]
0.218
C6
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
211.4546
-8.3125
7.819
1.5[DL+LL]
0.167
C7
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
408.7777
-25.5337
8.1756
1.5[DL+LL]
0.347
C7
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
412.2219
8.2119
-8.2444
1.5[DL+LL]
0.266
C8
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
413.7825
-26.29
8.2756
1.5[DL+LL]
0.354
C8
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
417.2268
8.1504
-8.3445
1.5[DL+LL]
0.269
C9
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
421.0518
-26.5756
8.421
1.5[DL+LL]
0.359
C9
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
424.4961
8.1406
8.4899
1.5[DL+LL]
0.273
C10
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
414.5922
-26.3539
-8.2918
1.5[DL+LL]
0.355
C10
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
418.0365
8.1435
8.3607
1.5[DL+LL]
0.269
C11
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
412.3357
-25.7101
-8.2467
1.5[DL+LL]
0.35
C11
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
415.78
8.1845
8.3156
1.5[DL+LL]
0.268
C12
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
193.3107
-10.7789
-15.4388
1.5[DL+LL]
0.215
C12
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
162.1625
5.6003
12.5294
C20
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
393.0477
21.6881
7.861
1.5[DL+LL]
0.317
C20
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
399.3045
-8.4567
-7.9861
1.5[DL+LL]
0.259
C21
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
621.1381
12.4228
1.4448
1.5[DL+LL]
0.388
C21
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
624.5824
-12.4916
-3.3162
1.5[DL+LL]
0.382
C22
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
603.4807
12.0696
0.2082
1.5[DL+LL]
0.383
C22
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
606.925
-12.1385
-1.05
1.5[DL+LL]
0.381
C23
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
605.3816
12.1076
0.0356
1.5[DL+LL]
0.385
C23
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
608.8259
-12.1765
0.0284
1.5[DL+LL]
0.387
C24
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
603.4747
12.0695
-0.1307
1.5[DL+LL]
0.383
C24
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
606.919
-12.1384
1.1132
1.5[DL+LL]
0.381
C25
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
620.6024
12.412
-1.4032
1.5[DL+LL]
0.388
C25
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
624.0467
-3.5556
12.4809
1.5[DL+LL]
0.382
C26
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
372.5438
22.1387
-7.4509
1.5[DL+LL]
0.31
C26
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
375.9881
-8.4324
7.5198
1.5[DL+LL]
0.245
C29
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
373.164
20.5872
7.4633
1.5[DL+LL]
0.301
C29
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
379.4208
-8.4093
-7.5884
1.5[DL+LL]
0.247
C30
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
580.4787
-11.6096
0.0444
1.5[DL+LL]
0.369
C30
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
583.923
11.6785
0.0436
1.5[DL+LL]
0.371
C31
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
563.328
-11.2666
0.0276
1.5[DL+LL]
0.358
C31
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
566.7723
11.3354
0.0457
1.5[DL+LL]
0.36
C32
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
566.4078
-11.3282
0.0168
1.5[DL+LL]
0.36
C32
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
569.8521
-0.0338
11.397
1.5[DL+LL]
0.362
C33
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
563.5128
11.2703
0.0114
1.5[DL+LL]
0.358
C33
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Bottom
566.9571
-11.3391
0.0347
1.5[DL+LL]
0.36
C34
T1-Base
Pedestral-Col 350x350[4#20+4#16]
Top
579.8529
11.5971
0.0113
1.5[DL+LL]
0.368
C145
T3-Strap
Col 300x300-Gable[8#20]
Top
71.6065
1.4321
-0.9347
1.5[DL+LL]
0.05
C145
T3-Strap
Col 300x300-Gable[8#20]
Bottom
73.7996
1.5783
1.9363
1.5[DL+LL]
0.057
C146
T 3-Strap
Col 300x300-Gable[8#20]
Top
157.4448
-0.0241
3.1489
1.5[DL+LL]
0.108
C146
T3-Strap
Col 300x300-Gable[8#20]
Bottom
159.6379
-0.1918
3.1928
1.5[DL+LL]
0.108
C147
T3-Strap
Col 300x300-Gable[8#20]
Top
110.4056
0.1171
2.2081
1.5[DL+LL]
0.075
Page 95 of 122
DL+LL+WIN D+Y
0.162
Design Data
9/19/2015
Label
Story
Section
Location
P kN
M Major kN-m
M Minor kN-m
PMM Combo
PMM Ratio or Rebar %
C147
T 3-Strap
Col 300x300-Gable[8#20]
Bottom
112.5987
-1.5639
2.252
1.5[DL+LL]
0.079
C148
T3-Strap
Col 300x300-Gable[8#20]
Top
124.6568
2.4931
1.1042
1.5[DL+LL]
0.085
C148
T 3-Strap
Col 300x300-Gable[8#20]
Bottom
126.8499
-2.537
0.0553
1.5[DL+LL]
0.087
C149
T3-Strap
Col 300x300-Gable[8#20]
Top
44.6572
0.8931
0.9963
1.5[DL+LL]
0.033
C149
T3-Strap
Col 300x300-Gable[8#20]
Bottom
46.8503
1.5054
-1.3817
1 .5[DL+LL]
0.04
C155
T3-Strap
Col 300x300-Gable[8#20]
Top
59.9644
1.1993
-0.6845
1.5[DL+LL]
0.041
C155
T3-Strap
Col 300x300-Gable[8#20]
Bottom
62.1575
1.5338
2.6671
1.5[DL+LL]
0.056
C156
T3-Strap
Col 300x300-Gable[8#20]
Top
97.4269
-0.2876
1.9485
1.5[DL+LL]
0.065
C156
T3-Strap
Col 300x300-Gable[8#20]
Bottom
99.62
1.9924
1.8135
1.5[DL+LL]
0.071
C157
T3-Strap
Col 300x300-Gable[8#20]
Top
80.3917
-1.6078
0.3675
1.5[DL+LL]
0.054
C157
T3-Strap
Col 300x300-Gable[8#20]
Bottom
82.5848
-1.6517
1.5933
1.5[DL+LL]
0.06
C158
T3-Strap
Col 300x300-Gable[8#20]
Top
88.861
-1.7772
0.8471
1.5[DL+LL]
0.061
C158
T 3-Strap
Col 300x300-Gable[8#20]
Bottom
91.0541
-1.8211
0.8269
1.5[DL+LL]
0.062
C159
T3-Strap
Col 300x300-Gable[8#20]
Top
47.5621
0.9512
1.1548
1.5[DL+LL]
0.036
C159
T3-Strap
Col 300x300-Gable[8#20]
Bottom
49.7552
1.6668
-0.9951
1 .5[DL+LL]
0.04
C137
T3-Strap
Col 300x300-Gable[8#20]
Top
76.2309
1.5246
0.5501
1.5[DL+LL]
0.052
C137
T 3-Strap
Col 300x300-Gable[8#20]
Bottom
78.424
-1.5685
-1.6657
1.5[DL+LL]
0.058
C138
T3-Strap
Col 300x300-Gable[8#20]
Top
68.6228
1.3725
-1.5091
1.5[DL+LL]
0.051
C138
T3-Strap
Col 300x300-Gable[8#20]
Bottom
70.8159
-1.5624
-1.9
1.5[DL+LL]
0.055
C141
T 3-Strap
Col 300x300-Gable[8#20]
Top
106.6243
0.2082
-2.1325
1.5[DL+LL]
0.072
C141
T3-Strap
Col 300x300-Gable[8#20]
Bottom
108.8174
-2.1763
-2.9972
1.5[DL+LL]
0.084
C142
T3-Strap
Col 300x300-Gable[8#20]
Top
39.3114
0.7862
-1.8425
1.5[DL+LL]
0.036
C142
T3-Strap
Col 300x300-Gable[8#20]
Bottom
41.5045
1.2337
-1.9084
1 .5[DL+LL]
0.04
Label
Story
Section
Table 6.7 - Concrete Column Shear Envelope At Major V Major Major Location mm² /m kN Combo
V Minor kN
Minor Combo
At Minor mm² /m
DL+WIND-Y
387.95
C1
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
13.5223
DL-EQ+Y
387.95
15.9544
C1
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
13.5223
DL-EQ+Y
387.95
15.9544
DL+WIND-Y
387.95
C36
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
12.5668
DL-EQ+Y
387.95
19.5411
DL+WIND-Y
387.95
C36
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
12.5668
DL-EQ+Y
387.95
19.5411
DL+WIND-Y
387.95
C51
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
22.5877
DL-EQ+Y
387.95
1.3688
DL+WIND-Y
387.95
C51
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
22.5877
DL-EQ+Y
387.95
1.3688
DL+WIND-Y
387.95
C86
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
23.2693
DL-EQ+Y
387.95
0.3214
DL+WIND-Y
387.95
C86
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
23.2693
DL-EQ+Y
387.95
0.3214
DL+WIND-Y
387.95
C94
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
23.5933
DL-EQ+Y
387.95
0.0255
DL+WIND-Y
387.95
C94
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
23.5933
DL-EQ+Y
387.95
0.0255
DL+WIND-Y
387.95
C103
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
23.5288
DL-EQ+Y
387.95
0.2843
DL+WIND-Y
387.95
C103
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
23.5288
DL-EQ+Y
387.95
0.2843
DL+WIND-Y
387.95
C114
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
23.1041
DL-EQ+Y
387.95
1.6072
DL+WIND-Y
387.95
C114
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
23.1041
DL-EQ+Y
387.95
1.6072
DL+WIND-Y
387.95
C6
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
11.8535
DL-EQ+Y
387.95
5.2538
DL+WIND-Y
387.95
C6
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
11.8535
DL-EQ+Y
387.95
5.2538
DL+WIND-Y
387.95
C7
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
8.5153
DL-EQ+Y
387.95
1.4465
DL+WIND-Y
387.95
C7
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
8.5153
DL-EQ+Y
387.95
1.4465
DL+WIND-Y
387.95
C8
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
8.8995
DL-EQ+Y
387.95
0.4028
DL+WIND-Y
387.95
C8
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
8.8995
DL-EQ+Y
387.95
0.4028
DL+WIND-Y
387.95
C9
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
9.1372
DL-EQ+Y
387.95
0.0628
DL+WIND-Y
387.95
C9
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
9.1372
DL-EQ+Y
387.95
0.0628
DL+WIND-Y
387.95
C10
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
9.2333
DL-EQ+Y
387.95
0.2878
DL+WIND-Y
387.95
C10
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
9.2333
DL-EQ+Y
387.95
0.2878
DL+WIND-Y
387.95
C11
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
9.2209
DL-EQ+Y
387.95
1.0518
DL+WIND-Y
387.95
C11
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
9.2209
DL-EQ+Y
387.95
1.0518
DL+WIND-Y
387.95
Page 96 of 122
Design Data
Label
Story
9/19/2015
Section
Location
V Major kN
Major Combo
At Major mm² /m
V Minor kN
Minor Combo
At Minor mm² /m
C12
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
11.7138
DL-EQ+Y
387.95
6.4607
DL+WIND-Y
387.95
C12
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
11.7138
DL-EQ+Y
387.95
6.4607
DL+WIND-Y
387.95
C20
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
14.8465
DL-EQ+Y
387.95
11.2254
DL+WIND-Y
387.95
C20
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
14.8465
DL-EQ+Y
387.95
11.2254
DL+WIND-Y
387.95
C21
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
12.1405
DL-EQ+Y
387.95
2.1532
DL+WIND-Y
387.95
C21
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
12.1405
DL-EQ+Y
387.95
2.1532
DL+WIND-Y
387.95
C22
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
12.4062
DL-EQ+Y
387.95
0.4832
DL+WIND-Y
387.95
C22
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
12.4062
DL-EQ+Y
387.95
0.4832
DL+WIND-Y
387.95
C23
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
12.5816
DL-EQ+Y
387.95
0.0334
DL+WIND-Y
387.95
C23
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
12.5816
DL-EQ+Y
387.95
0.0334
DL+WIND-Y
387.95
C24
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
12.6772
DL-EQ+Y
387.95
0.4412
DL+WIND-Y
387.95
C24
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
12.6772
DL-EQ+Y
387.95
0.4412
DL+WIND-Y
387.95
C25
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
12.7253
DL-EQ+Y
387.95
1.9816
DL+WIND-Y
387.95
C25
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
12.7253
DL-EQ+Y
387.95
1.9816
DL+WIND-Y
387.95
C26
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
14.842
DL-EQ+Y
387.95
10.0549
DL+WIND-Y
387.95
C26
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
14.842
DL-EQ+Y
387.95
10.0549
DL+WIND-Y
387.95
C29
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
14.3972
DL-EQ+Y
387.95
11.0943
DL+WIND-Y
387.95
C29
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
14.3972
DL-EQ+Y
387.95
11.0943
DL+WIND-Y
387.95
C30
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
1.867
DL-EQ+Y
387.95
12.3594
DL+WIND-Y
387.95
C30
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
1.867
DL-EQ+Y
387.95
12.3594
DL+WIND-Y
387.95
C31
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
0.4489
DL-EQ+Y
387.95
12.4381
DL+WIND-Y
387.95
C31
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
0.4489
DL-EQ+Y
387.95
12.4381
DL+WIND-Y
387.95
C32
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
0.0059
DL-EQ+Y
387.95
12.4747
DL+WIND-Y
387.95
C32
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
0.0059
DL-EQ+Y
387.95
12.4747
DL+WIND-Y
387.95
C33
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
0.4595
DL-EQ+Y
387.95
12.4821
DL+WIND-Y
387.95
C33
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
0.4595
DL-EQ+Y
387.95
12.4821
DL+WIND-Y
387.95
C34
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
1.9598
DL-EQ+Y
387.95
12.4588
DL+WIND-Y
387.95
C34
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
1.9598
DL-EQ+Y
387.95
12.4588
DL+WIND-Y
387.95
C35
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
14.6843
DL-EQ+Y
387.95
12.0531
DL+WIND-Y
387.95
C35
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
14.6843
DL-EQ+Y
387.95
12.0531
DL+WIND-Y
387.95
C60
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
15.1858
DL-EQ+Y
387.95
9.8814
DL+WIND-Y
387.95
C60
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
15.1858
DL-EQ+Y
387.95
9.8814
DL+WIND-Y
387.95
C64
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
7.4821
DL-EQ+Y
387.95
2.0052
DL+WIND-Y
387.95
C64
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
7.4821
DL-EQ+Y
387.95
2.0052
DL+WIND-Y
387.95
C65
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
7.3862
DL-EQ+Y
387.95
0.4323
DL+WIND-Y
387.95
C65
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
7.3862
DL-EQ+Y
387.95
0.4323
DL+WIND-Y
387.95
C67
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
7.4486
DL-EQ+Y
387.95
0.0383
DL+WIND-Y
387.95
C67
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
7.4486
DL-EQ+Y
387.95
0.0383
DL+WIND-Y
387.95
C69
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
7.6387
DL-EQ+Y
387.95
0.4889
DL+WIND-Y
387.95
C69
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
7.6387
DL-EQ+Y
387.95
0.4889
DL+WIND-Y
387.95
C70
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
7.9517
DL-EQ+Y
387.95
2.2325
DL+WIND-Y
387.95
C70
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
7.9517
DL-EQ+Y
387.95
2.2325
DL+WIND-Y
387.95
C72
T1-Base Pedestral-Col 350x350[4#20+4#16]
Top
8.3713
DL-EQ+Y
387.95
15.7914
DL+WIND-Y
387.95
C72
T1-Base Pedestral-Col 350x350[4#20+4#16]
Bottom
8.3713
DL-EQ+Y
387.95
15.7914
DL+WIND-Y
387.95
C1
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
9.5771
DL-EQ+Y
387.95
14.8793
DL+WIND-Y
387.95
C1
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Bottom
9.5771
DL-EQ+Y
387.95
14.8793
DL+WIND-Y
387.95
C36
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
9.214
DL-EQ+Y
387.95
15.4454
DL+WIND-Y
387.95
C36
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Bottom
9.214
DL-EQ+Y
387.95
15.4454
DL+WIND-Y
387.95
C51
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
16.9772
DL-EQ+Y
387.95
117.944
DL+EQ+Y
400.48
C51
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Bottom
16.9772
DL-EQ+Y
387.95
117.944
DL+EQ+Y
399.01
C86
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
17.1212
DL-EQ+Y
387.95
117.944
DL+EQ+Y
399.29
C86
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Bottom
17.1212
DL-EQ+Y
387.95
117.944
DL+EQ+Y
397.83
C94
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
17.1743
DL-EQ+Y
387.95
117.944
DL+EQ+Y
398.06
C94
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Bottom
17.1743
DL-EQ+Y
387.95
117.944
DL+EQ+Y
396.59
C103
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
17.1251
DL-EQ+Y
387.95
117.944
DL+EQ+Y
400.61
Page 97 of 122
Design Data
Label
Story
9/19/2015
Section
Location
V Major kN
Major Combo
At Major mm² /m
V Minor kN
Minor Combo
At Minor mm² /m
C103
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Bottom
17.1251
DL-EQ+Y
387.95
117.944
DL+EQ+Y
399.14
C114
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
16.9911
DL-EQ+Y
387.95
117.944
DL+EQ+Y
404.1
C114
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Bottom
16.9911
DL-EQ+Y
387.95
117.944
DL+EQ+Y
402.63
C6
T1-Strap Pedestral-Col 350x350[4#20+4#16]
Top
8.9826
DL-EQ+Y
387.95
1.6037
DL+WIND-Y
387.95
Bottom
1.356
DL-EQ+Y
332.53
5.1751
DL+WIND-Y
332.53
C138
T3-Pli nth
Col 300x300-Gable[8#20]
C141
T3-Plinth
Col 300x300-Gable[8#20]
Top
0.8491
DL-EQ+Y
332.53
3.287
DL+WIND-Y
3 32.53
C141
T3-Pli nth
Col 300x300-Gable[8#20]
Bottom
0.8491
DL-EQ+Y
332.53
3.287
DL+WIND-Y
332.53
C142
T3-Pli nth
Col 300x300-Gable[8#20]
Top
0.0666
DL-EQ+Y
332.53
1.1158
D L+WIND-Y
3 32.53
C142
T3-Pli nth
Col 300x300-Gable[8#20]
Bottom
0.0666
DL-EQ+Y
332.53
1.1158
DL+WIND-Y
332.53
C145
T3-Strap
Col 300x300-Gable[8#20]
Top
0.7767
DL-EQ+Y
332.53
2.6643
DL+WIND-Y
332.53
C145
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.7767
DL-EQ+Y
332.53
2.6643
DL+WIND-Y
332.53
C146
T3-Strap
Col 300x300-Gable[8#20]
Top
0.0916
DL-EQ+Y
332.53
117.944
DL-EQ+Y
656.13
C146
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.0916
DL-EQ+Y
332.53
117.944
DL-EQ+Y
654.62
C147
T3-Strap
Col 300x300-Gable[8#20]
Top
0.9285
DL-EQ+Y
332.53
117.944
DL+EQ+X
674.93
C147
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.9285
DL-EQ+Y
332.53
117.944
DL+EQ+X
673.41
C148
T3-Strap
Col 300x300-Gable[8#20]
Top
0.4801
DL-EQ+Y
332.53
117.944
DL-EQ+X
667.51
C148
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.4801
DL-EQ+Y
332.53
117.944
DL-EQ+X
666
C149
T3-Strap
Col 300x300-Gable[8#20]
Top
0.713
DL-EQ+Y
332.53
2.3439
D L+WIND-Y
3 32.53
C149
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.713
DL-EQ+Y
332.53
2.3439
DL+WIND-Y
332.53
C155
T3-Strap
Col 300x300-Gable[8#20]
Top
0.83
DL-EQ+Y
332.53
2.9546
DL+WIND-Y
332.53
C155
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.83
DL-EQ+Y
332.53
2.9546
D L+WIND-Y
3 32.53
C156
T3-Strap
Col 300x300-Gable[8#20]
Top
0.2965
DL-EQ+Y
332.53
117.944
DL-EQ+X
684.21
C156
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.2965
DL-EQ+Y
332.53
117.944
DL-EQ+X
682.69
C157
T3-Strap
Col 300x300-Gable[8#20]
Top
0.3853
DL-EQ+Y
332.53
117.944
DL-EQ+X
691.98
C157
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.3853
DL-EQ+Y
332.53
117.944
DL-EQ+X
690.46
C158
T3-Strap
Col 300x300-Gable[8#20]
Top
0.0051
DL-EQ+Y
332.53
117.944
DL-EQ+X
687.38
C158
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.0051
DL-EQ+Y
332.53
117.944
DL-EQ+X
685.87
C159
T3-Strap
Col 300x300-Gable[8#20]
Top
1.061
DL-EQ+Y
332.53
2.0276
D L+WIND-Y
3 32.53
C159
T3-Strap
Col 300x300-Gable[8#20]
Bottom
1.061
DL-EQ+Y
332.53
2.0276
DL+WIND-Y
332.53
C137
T3-Strap
Col 300x300-Gable[8#20]
Top
0.6819
DL-EQ+Y
332.53
2.2304
DL+WIND-Y
332.53
C137
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.6819
DL-EQ+Y
332.53
2.2304
DL+WIND-Y
332.53
C138
T3-Strap
Col 300x300-Gable[8#20]
Top
0.9948
DL-EQ+Y
332.53
117.944
DL+EQ+X
696.2
C138
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.9948
DL-EQ+Y
332.53
117.944
DL+EQ+X
694.69
C141
T3-Strap
Col 300x300-Gable[8#20]
Top
0.4394
DL-EQ+Y
332.53
117.944
DL+EQ+X
679.78
C141
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.4394
DL-EQ+Y
332.53
117.944
DL+EQ+X
678.26
C142
T3-Strap
Col 300x300-Gable[8#20]
Top
0.316
DL-EQ+Y
332.53
0.815
DL+WIND-Y
332.53
C142
T3-Strap
Col 300x300-Gable[8#20]
Bottom
0.316
DL-EQ+Y
332.53
0.815
DL+WIND-Y
3 32.53
Label
Table 6.8 - Concrete Beam Flexure Envelope (-) (+) As Top Location Moment (-) Combo Moment mm² kN-m kN-m
(+) Combo
As Bot mm²
0.3416
DL+WIND-Y
173
4.6354
DL+WIND-Y
173
Story
Section
B1085
T1-Base
Tie 350x230[3#12T/B]
End-I
-29.8688
1.5[DL+LL]
229
B1085
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.1847
DL+EQ+X
173
B1085
T 1-Base
Tie 350x230[3#12T/B]
End-J
-30.1045
DL+LL+EQ+X
231
3.8526
DL-EQ+X
173
B1151
T 1-Base
Tie 350x230[3#12T/B]
End-I
-27.8622
DL+LL-EQ+X
213
0.5934
DL+WIND-Y
173
B1151
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.61
DL+EQ+X
173
3.2924
DL+WIND-Y
173
B1151
T 1-Base
Tie 350x230[3#12T/B]
End-J
-27.6818
DL+LL+EQ+X
211
1.1391
DL-EQ+X
173
B1207
T 1-Base
Tie 350x230[3#12T/B]
End-I
-27.7717
DL+LL-EQ+X
212
0.5985
DL+WIND-Y
173
B1207
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.6075
DL+EQ+X
173
3.2731
DL+WIND-Y
173
B1207
T 1-Base
Tie 350x230[3#12T/B]
End-J
-27.6311
DL+LL+EQ+X
211
0.9889
DL-EQ+X
173
B1259
T 1-Base
Tie 350x230[3#12T/B]
End-I
-27.6863
DL+LL-EQ+X
211
0.6223
DL+WIND-Y
173
B1259
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.6273
DL+EQ+X
173
3.2431
DL+WIND-Y
173
B1259
T1-Base
Tie 350x230[3#12T/B]
End-J
-27.609
DL+LL+EQ+X
210
0.9372
DL-EQ+X
173
Page 98 of 122
Design Data
9/19/2015
Label
Story
Section
Location
(-) Moment kN-m
(-) Combo
B1308
T1-Base
Tie 350x230[3#12T/B]
End-I
-27.7295
1.5[DL+LL]
B1308
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.6414
DL+EQ+X
B1308
T1-Base
Tie 350x230[3#12T/B]
End-J
-29.8991
1.5[DL+LL]
B1309
T 1-Base
Tie 350x230[3#12T/B]
End-I
-28.1198
DL+LL-EQ+X
B1309
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.6742
DL+EQ+X
B1309
T 1-Base
Tie 350x230[3#12T/B]
End-J
-27.7264
DL+LL+EQ+X
211
1.0141
DL-EQ+X
173
B12
T1-Base
Tie 350x230[3#12T/B]
End-I
-28.2208
DL+LL-EQ+X
215
1.9217
DL+WIND-Y
173
B12
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.7268
DL+EQ+X
173
3.574
DL+WIND-Y
173
B12
T1-Base
Tie 350x230[3#12T/B]
End-J
-29.8742
1.5[DL+LL]
229
0.731
DL-EQ+X
173
B14
T1-Base
Tie 350x230[3#12T/B]
End-I
-28.067
DL+LL-EQ+X
214
0.9022
DL+WIND-Y
173
B14
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.7014
DL+EQ+X
173
3.6492
DL+WIND-Y
173
B14
T1-Base
Tie 350x230[3#12T/B]
End-J
-27.8677
DL+LL+EQ+X
213
1.0679
DL-EQ+X
173
B15
T1-Base
Tie 350x230[3#12T/B]
End-I
-27.7654
DL+LL-EQ+X
212
0.9437
DL+WIND-Y
173
B15
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.6663
DL+EQ+X
173
3.6695
DL+WIND-Y
173
B15
T1-Base
Tie 350x230[3#12T/B]
End-J
-27.7313
DL+LL+EQ+X
211
1.0255
DL-EQ+X
173
B16
T1-Base
Tie 350x230[3#12T/B]
End-I
-27.8232
DL+LL-EQ+X
212
0.9426
DL+WIND-Y
173
B16
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.6502
DL+EQ+X
173
3.6766
DL+WIND-Y
173
B16
T1-Base
Tie 350x230[3#12T/B]
End-J
-27.7341
DL+LL+EQ+X
211
1.0874
DL-EQ+X
173
B17
T1-Base
Tie 350x230[3#12T/B]
End-I
-27.9276
DL+LL-EQ+X
213
0.9275
DL+WIND-Y
173
B17
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.6578
DL+EQ+X
173
3.6729
DL+WIND-Y
173
B17
T1-Base
Tie 350x230[3#12T/B]
End-J
-27.7763
DL+LL+EQ+X
212
1.2617
DL-EQ+X
173
B18
T1-Base
Tie 350x230[3#12T/B]
End-I
-29.7991
1.5[DL+LL]
229
0.7379
DL+WIND-Y
173
B18
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.2662
DL+EQ+X
173
4.4178
DL+WIND-Y
173
B18
T1-Base
Tie 350x230[3#12T/B]
End-J
-30.0661
DL+LL+EQ+X
231
3.9273
DL-EQ+X
173
B37
T1-Base
Tie 350x230[3#12T/B]
End-I
-29.9828
1.5[DL+LL]
230
4.2785
DL+EQ+Y
173
B37
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.4304
0.7DL+WIND+Y
173
6.8152
DL+WIND-Y
173
B37
T1-Base
Tie 350x230[3#12T/B]
End-J
-26.9598
DL+LL+EQ+Y
205
3.6511
DL+WIND-Y
173
B39
T1-Base
Tie 350x230[3#12T/B]
End-I
-32.8886
1.5[DL+LL]
255
3.7519
DL+EQ+Y
173
B39
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.4144
0.7DL+WIND-Y
173
28.7876
1.5[DL+LL]
220
B39
T1-Base
Tie 350x230[3#12T/B]
End-J
-23.4295
DL+LL+EQ+Y
176
2.6293
DL+WIND-Y
173
B41
T1-Base
Tie 350x230[3#12T/B]
End-I
-32.2017
1.5[DL+LL]
249
3.6776
DL+EQ+Y
173
B41
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.4287
0.7DL+WIND-Y
173
28.4901
1.5[DL+LL]
218
B41
T1-Base
Tie 350x230[3#12T/B]
End-J
-5.3439
DL+LL+WIND-Y
173
2.9188
DL+WIND-Y
173
B43
T1-Base
Tie 350x230[3#12T/B]
End-I
-32.2168
1.5[DL+LL]
249
3.6361
DL+EQ+Y
173
B43
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.4138
0.7DL+WIND-Y
173
28.4711
1.5[DL+LL]
218
B43
T1-Base
Tie 350x230[3#12T/B]
End-J
-5.1908
DL+LL+WIND-Y
173
3.0592
DL+WIND-Y
173
B45
T1-Base
Tie 350x230[3#12T/B]
End-I
-32.2551
1.5[DL+LL]
249
3.6057
DL+EQ+Y
173
B45
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.392
0.7DL+WIND-Y
173
28.4862
1.5[DL+LL]
218
B45
T1-Base
Tie 350x230[3#12T/B]
End-J
-5.2453
DL+LL+WIND-Y
173
3.071
DL+WIND-Y
173
B47
T1-Base
Tie 350x230[3#12T/B]
End-I
-32.9795
1.5[DL+LL]
256
3.6124
DL+EQ+Y
173
B47
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.3451
0.7DL+WIND-Y
173
28.7976
1.5[DL+LL]
220
B47
T1-Base
Tie 350x230[3#12T/B]
End-J
-23.3394
DL+LL+EQ+Y
176
3.045
DL+WIND-Y
173
B49
T1-Base
Tie 350x230[3#12T/B]
End-I
-30.2444
1.5[DL+LL]
232
4.28
DL+EQ+Y
173
B49
T1-Base
Tie 350x230[3#12T/B]
Middle
-0.5625
0.7DL+WIND+Y
173
6.9889
DL+WIND-Y
173
B49
T1-Base
Tie 350x230[3#12T/B]
End-J
-26.869
DL+LL+EQ+Y
204
3.9834
DL+WIND-Y
173
B50
T1-Base
Tie 350x230[3#12T/B]
End-I
-25.4776
1.5[DL+LL]
193
3.2052
DL+WIND-Y
173
B50
T1-Base
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
66
30.0907
1.5[DL+LL]
231
B50
T1-Base
Tie 350x230[3#12T/B]
End-J
-33.9791
1.5[DL+LL]
264
0.9472
DL-EQ+X
173
B51
T1-Base
Tie 350x230[3#12T/B]
End-I
-30.69
1.5[DL+LL]
236
1.3478
DL+WIND-Y
173
B51
T1-Base
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
60
28.4703
1.5[DL+LL]
218
B51
T1-Base
Tie 350x230[3#12T/B]
End-J
-31.0885
1.5[DL+LL]
239
0.2327
DL-EQ+X
173
B52
T1-Base
Tie 350x230[3#12T/B]
End-I
-30.9339
1.5[DL+LL]
238
1.3934
DL+WIND-Y
173
B52
T1-Base
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
60
28.6041
1.5[DL+LL]
219
B52
T1-Base
Tie 350x230[3#12T/B]
End-J
-31.0023
1.5[DL+LL]
239
0.2476
DL-EQ+X
173
Page 99 of 122
(+) As Top Moment mm² kN-m
(+) Combo
As Bot mm²
2.6579
DL+WIND-Y
173
173
3.1187
DL+WIND-Y
173
229
0.5045
DL-EQ+X
173
215
0.6181
DL+WIND-Y
173
173
3.2301
DL+WIND-Y
173
211
Design Data
9/19/2015
Label
Story
Section
Location
(-) Moment kN-m
(-) Combo
B53
T1-Base
Tie 350x230[3#12T/B]
End-I
-31.0811
1.5[DL+LL]
B53
T1-Base
Tie 350x230[3#12T/B]
Middle
0
B53
T1-Base
Tie 350x230[3#12T/B]
End-J
-30.8573
(+) As Top Moment mm² kN-m
(+) Combo
As Bot mm²
239
1.354
DL+WIND-Y
173
DL+WIND-Y
60
28.6048
1.5[DL+LL]
219
1.5[DL+LL]
238
0.1759
DL-EQ+X
173
B54
T1-Base
Tie 350x230[3#12T/B]
End-I
-31.1779
1.5[DL+LL]
240
1.3284
DL+WIND-Y
173
B17
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3885
DL+WIND-Y
173
B17
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.4724
DL+WIND-Y
173
1.3128
DL+WIND-Y
173
B18
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1148
DL-EQ+X
173
1.2571
DL+WIND-Y
173
B18
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.7424
DL+WIND-Y
173
B18
T1-Strap
Strap350x230[3#12T/B]
End-J
-8.8613
DL+WIND-Y
173
0.5944
DL-EQ+X
173
B37
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1932
DL+WIND-Y
173
3.6096
DL+EQ+Y
173
B37
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
6.0206
DL+WIND-Y
173
B37
T1-Strap
Strap350x230[3#12T/B]
End-J
-3.7252
DL+WIND-Y
173
0.9952
DL+WIND-Y
173
B39
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2197
DL+WIND-Y
173
3.5642
DL+EQ+Y
173
B39
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
6.0131
DL+WIND-Y
173
B39
T1-Strap
Strap350x230[3#12T/B]
End-J
-3.6243
DL+WIND-Y
173
1.0242
DL+WIND-Y
173
B41
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2302
DL+WIND-Y
173
3.5631
DL+EQ+Y
173
B41
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
6.0039
DL+WIND-Y
173
B41
T1-Strap
Strap350x230[3#12T/B]
End-J
-3.6295
DL+WIND-Y
173
1.0165
DL+WIND-Y
173
B43
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2326
DL+WIND-Y
173
3.5601
DL+EQ+Y
173
B43
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.9948
DL+WIND-Y
173
B43
T1-Strap
Strap350x230[3#12T/B]
End-J
-3.6439
DL+WIND-Y
173
1.0039
DL+WIND-Y
173
B45
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2274
DL+WIND-Y
173
3.5581
DL+EQ+Y
173
B45
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.9861
DL+WIND-Y
173
B45
T1-Strap
Strap350x230[3#12T/B]
End-J
-3.6669
DL+WIND-Y
173
0.9872
DL+WIND-Y
173
B47
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2138
DL+WIND-Y
173
3.5562
DL+EQ+Y
173
B47
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.9761
DL+WIND-Y
173
B47
T1-Strap
Strap350x230[3#12T/B]
End-J
-3.6948
DL+WIND-Y
173
0.9654
DL+WIND-Y
173
B49
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1111
DL+WIND-Y
173
3.5379
DL+EQ+Y
173
B49
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.9673
DL+WIND-Y
173
B49
T1-Strap
Strap350x230[3#12T/B]
End-J
-3.8826
DL+WIND-Y
173
0.8735
DL+WIND-Y
173
B50
T1-Strap
Strap350x230[3#12T/B]
End-I
-0.9172
DL-EQ+X
173
1.7206
DL+WIND-Y
173
B50
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3877
DL+WIND-Y
173
B50
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.8248
DL+WIND-Y
173
0.1585
DL+LL-EQ+X
173
B51
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.0602
DL-EQ+X
173
1.2944
DL+WIND-Y
173
B51
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3675
DL+WIND-Y
173
B51
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.5326
DL+WIND-Y
173
1.2782
DL+WIND-Y
173
B52
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.0999
DL-EQ+X
173
1.2861
DL+WIND-Y
173
B52
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3753
DL+WIND-Y
173
B52
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.5107
DL+WIND-Y
173
1.2899
DL+WIND-Y
173
B53
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1019
DL-EQ+X
173
1.2766
DL+WIND-Y
173
B53
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3822
DL+WIND-Y
173
B53
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.4925
DL+WIND-Y
173
0.0121
DL-EQ+X
173
B54
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1334
DL-EQ+X
173
1.2635
DL+WIND-Y
173
B54
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3853
DL+WIND-Y
173
B54
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.4789
DL+WIND-Y
173
0.0278
DL+LL-EQ+X
173
B55
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1291
DL-EQ+X
173
1.1921
DL+WIND-Y
173
B55
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.7159
DL+WIND-Y
173
B55
T1-Strap
Strap350x230[3#12T/B]
End-J
-8.8602
DL+WIND-Y
173
0.7328
DL-EQ+X
173
B114
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2351
DL+WIND-Y
173
3.6467
DL+EQ+Y
173
B114
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5552
DL+WIND-Y
173
B114
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4168
DL+WIND-Y
173
0.3442
DL+WIND-Y
173
B122
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.252
DL+WIND-Y
173
3.689
DL+EQ+Y
173
B122
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5183
DL+WIND-Y
173
B122
T 1-Strap
Strap350x230[3#12T/B]
End-J
-4.462
DL+WIND-Y
173
0.2992
DL+WIND-Y
173
Page 100 of 122
Design Data
9/19/2015
Label
Story
Section
Location
(-) Moment kN-m
(-) Combo
B130
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2541
DL+WIND-Y
B130
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5224
DL+WIND-Y
173
B130
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4545
DL+WIND-Y
173
0.3061
DL+WIND-Y
173
B137
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2508
DL+WIND-Y
173
3.6891
DL+EQ+Y
173
B137
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5232
DL+WIND-Y
173
B137
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4571
DL+WIND-Y
173
0.3052
DL+WIND-Y
173
B139
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2437
DL+WIND-Y
173
3.682
DL+EQ+Y
173
B139
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5212
DL+WIND-Y
173
B139
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4678
DL+WIND-Y
173
0.2981
DL+WIND-Y
173
B147
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2317
DL+WIND-Y
173
3.6689
DL+EQ+Y
173
B147
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5166
DL+WIND-Y
173
B147
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4839
DL+WIND-Y
173
0.2855
DL+WIND-Y
173
B153
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2101
DL+WIND-Y
173
3.6351
DL+EQ+Y
173
B153
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5123
DL+WIND-Y
173
B153
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.5151
DL+WIND-Y
173
0.2661
DL+WIND-Y
173
B154
T 1-Strap
Strap350x230[3#12T/B]
End-I
-0.8044
DL-EQ+X
173
1.7102
DL+WIND-Y
173
B154
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.412
DL+WIND-Y
173
B154
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.7889
DL+WIND-Y
173
0.064
DL+LL-EQ+X
173
B163
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.0161
DL-EQ+X
173
1.2917
DL+WIND-Y
173
B163
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3648
DL+WIND-Y
173
B163
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.5334
DL+WIND-Y
173
1.2754
DL+WIND-Y
173
B164
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.0461
DL-EQ+X
173
1.2892
DL+WIND-Y
173
B164
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.373
DL+WIND-Y
173
B164
T 1-Strap
Strap350x230[3#12T/B]
End-J
-9.518
DL+WIND-Y
173
1.2862
DL+WIND-Y
173
B171
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.049
DL-EQ+X
173
1.2828
DL+WIND-Y
173
B171
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3784
DL+WIND-Y
173
B171
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.5054
DL+WIND-Y
173
1.2946
DL+WIND-Y
173
B172
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.0749
DL-EQ+X
173
1.2729
DL+WIND-Y
173
B172
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.382
DL+WIND-Y
173
B172
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.4939
DL+WIND-Y
173
1.3016
DL+WIND-Y
173
B179
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.0874
DL-EQ+X
173
1.2312
DL+WIND-Y
173
B179
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.692
DL+WIND-Y
173
B179
T1-Strap
Strap350x230[3#12T/B]
End-J
-8.9373
DL+WIND-Y
173
0.6167
DL-EQ+X
173
B238
T1-Strap
Strap350x230[3#12T/B]
End-I
-0.9027
DL+WIND-Y
173
4.1741
DL+EQ+Y
173
B238
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5835
DL+WIND-Y
173
B238
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.6836
DL+WIND-Y
173
0.2013
DL+WIND-Y
173
B239
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.2322
DL+WIND-Y
173
3.639
DL+EQ+Y
173
B239
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5731
DL+WIND-Y
173
B239
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.3965
DL+WIND-Y
173
0.3671
DL+WIND-Y
173
B240
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1309
DL+WIND-Y
173
4.1597
DL+EQ+Y
173
B240
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.4946
DL+WIND-Y
173
B240
T 1-Strap
Strap350x230[3#12T/B]
End-J
-4.601
DL+WIND-Y
173
0.2013
DL+WIND-Y
173
B241
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1424
DL+WIND-Y
173
3.6562
DL+EQ+Y
173
B241
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5904
DL+WIND-Y
173
B241
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4248
DL+WIND-Y
173
0.3507
DL+WIND-Y
173
B242
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1334
DL+WIND-Y
173
4.155
DL+EQ+Y
173
B242
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.4891
DL+WIND-Y
173
B242
T 1-Strap
Strap350x230[3#12T/B]
End-J
-4.6062
DL+WIND-Y
173
0.195
DL+WIND-Y
173
B243
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1398
DL+WIND-Y
173
3.659
DL+EQ+Y
173
B243
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5901
DL+WIND-Y
173
B243
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4225
DL+WIND-Y
173
0.3503
DL+WIND-Y
173
B244
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.126
DL+WIND-Y
173
4.1482
DL+EQ+Y
173
B244
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.4883
DL+WIND-Y
173
B244
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.6124
DL+WIND-Y
173
0.1903
DL+WIND-Y
173
Page 101 of 122
(+) As Top Moment mm² kN-m 173
3.691
(+) Combo
As Bot mm²
DL+EQ+Y
173
Design Data
9/19/2015
Label
Story
Section
Location
(-) Moment kN-m
(-) Combo
(+) As Top Moment mm² kN-m
B245
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1396
DL+WIND-Y
B245
T1-Strap
Strap350x230[3#12T/B]
Middle
0
B245
T 1-Strap
Strap350x230[3#12T/B]
End-J
-4.4274
B246
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.11
B246
T1-Strap
Strap350x230[3#12T/B]
Middle
0
B246
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.6203
DL+WIND-Y
B247
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.136
DL+WIND-Y
B247
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
B247
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4411
DL+WIND-Y
B248
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.0836
DL+WIND-Y
B248
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
B248
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.6416
DL+WIND-Y
B249
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1269
DL+WIND-Y
B249
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5731
DL+WIND-Y
173
B249
T 1-Strap
Strap350x230[3#12T/B]
End-J
-4.4595
DL+WIND-Y
173
0.319
DL+WIND-Y
173
B250
T1-Strap
Strap350x230[3#12T/B]
End-I
-0.9059
DL+WIND-Y
173
4.128
DL+EQ+Y
173
B250
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.4966
DL+WIND-Y
173
B250
T 1-Strap
Strap350x230[3#12T/B]
End-J
-4.838
DL+WIND-Y
173
0.0712
DL+WIND-Y
173
B251
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.1383
DL+WIND-Y
173
3.6001
DL+EQ+Y
173
B251
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
5.5701
DL+WIND-Y
173
B251
T1-Strap
Strap350x230[3#12T/B]
End-J
-4.4882
DL+WIND-Y
173
0.3111
DL+WIND-Y
173
B252
T 1-Strap
Strap350x230[3#12T/B]
End-I
-0.9133
DL-EQ+X
173
1.6628
DL+WIND-Y
173
B252
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.4273
DL+WIND-Y
173
(+) Combo
As Bot mm²
DL+EQ+Y
173
173
3.6579
DL+WIND-Y
43
5.5883
DL+WIND-Y
173
DL+WIND-Y
173
0.347
DL+WIND-Y
173
DL+WIND-Y
173
4.1376
DL+EQ+Y
173
DL+WIND-Y
43
5.4901
DL+WIND-Y
173
173
0.1853
DL+WIND-Y
173
173
3.6532
DL+EQ+Y
173
5.5834
DL+WIND-Y
173
173
0.3372
DL+WIND-Y
173
173
4.1217
DL+EQ+Y
173
5.4959
DL+WIND-Y
173
173
0.1774
DL+WIND-Y
173
173
3.6454
DL+EQ+Y
173
B252
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.7319
DL+WIND-Y
173
0.1468
DL+LL-EQ+X
173
B253
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.0366
DL-EQ+X
173
1.3012
DL+WIND-Y
173
B253
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3624
DL+WIND-Y
173
B253
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.5446
DL+WIND-Y
173
1.27
DL+WIND-Y
173
B254
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.0786
DL-EQ+X
173
1.2932
DL+WIND-Y
173
B254
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3683
DL+WIND-Y
173
B254
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.5278
DL+WIND-Y
173
1.2793
DL+WIND-Y
173
B255
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.0822
DL-EQ+X
173
1.2876
DL+WIND-Y
173
B255
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3719
DL+WIND-Y
173
B255
T 1-Strap
Strap350x230[3#12T/B]
End-J
-9.518
DL+WIND-Y
173
1.2853
DL+WIND-Y
173
B256
T1-Strap
Strap350x230[3#12T/B]
End-I
-1.115
DL-EQ+X
173
1.2793
DL+WIND-Y
173
B256
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.3803
DL+WIND-Y
173
B256
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.4986
DL+WIND-Y
173
0.0021
DL+LL-EQ+X
173
B257
T 1-Strap
Strap350x230[3#12T/B]
End-I
-1.1175
DL-EQ+X
173
1.2691
DL+WIND-Y
173
B257
T1-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
4.6388
DL+WIND-Y
173
B257
T1-Strap
Strap350x230[3#12T/B]
End-J
-9.0487
DL+WIND-Y
173
0.7164
DL-EQ+X
173
B334
T3-Plinth
Tie 350x230[3#12T/B]
End-I
0
DL+WIND-Y
43
2.5639
DL+WIND-Y
173
B334
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.1402
DL+WIND-Y
173
B334
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-4.4492
DL+WIND-Y
173
0
DL+WIND-Y
43
B335
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.5171
DL+WIND-Y
173
0.6612
DL+WIND-Y
173
B335
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.0476
DL+WIND-Y
173
B335
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-3.1172
DL+WIND-Y
173
0.0902
DL+WIND-Y
173
B336
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.8056
DL+WIND-Y
173
0.4624
DL+WIND-Y
173
B336
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.1666
DL+WIND-Y
173
B336
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-2.7701
DL+WIND-Y
173
0.2886
DL+WIND-Y
173
B337
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.9031
DL+WIND-Y
173
0.488
DL+WIND-Y
173
B337
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.3876
DL+WIND-Y
173
B337
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-2.4768
DL+WIND-Y
173
0.5585
DL+WIND-Y
173
B340
T3-Plinth
T ie 350x230[3#12T/B]
End-I
-0.21
DL-EQ+Y
173
2.3722
DL+WIND-Y
173
B340
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.2222
DL+WIND-Y
173
B340
T3-Plinth
T ie 350x230[3#12T/B]
End-J
-4.1831
DL+WIND-Y
173
0.114
DL-EQ+Y
173
Page 102 of 122
Design Data
9/19/2015
Label
Story
Section
Location
(-) Moment kN-m
(-) Combo
(+) As Top Moment mm² kN-m
B341
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.7059
DL+WIND-Y
B341
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.036
DL+WIND-Y
173
B341
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-3.0583
DL+WIND-Y
173
0.1095
DL+WIND-Y
173
B342
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.7035
DL+WIND-Y
173
0.5563
DL+WIND-Y
173
B342
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.1204
DL+WIND-Y
173
B342
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-2.9483
DL+WIND-Y
173
0.2073
DL+WIND-Y
173
B343
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.9375
DL+WIND-Y
173
0.5407
DL+WIND-Y
173
B343
T3-Plinth
Tie 350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.4221
DL+WIND-Y
173
173
0.5257
(+) Combo
As Bot mm²
DL+WIND-Y
173
B343
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-2.5477
DL+WIND-Y
173
0.5884
DL+WIND-Y
173
B351
T3-Plinth
Tie 350x230[3#12T/B]
End-I
0
DL+WIND-Y
43
0.5063
DL+WIND-Y
173
B351
T3-Plinth
Tie 350x230[3#12T/B]
Middle
-0.0386
DL+WIND-Y
173
0.2814
DL+WIND-Y
173
B351
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-0.6534
DL+WIND-Y
173
0
DL+WIND-Y
43
B352
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.1688
DL+WIND-Y
173
0.0367
DL+WIND-Y
173
B352
T3-Plinth
Tie 350x230[3#12T/B]
Middle
-0.1731
DL+EQ+X
173
0.4264
DL+WIND-Y
173
B352
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-0.0867
DL+WIND-Y
173
0.1188
DL+WIND-Y
173
B357
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.5513
DL+WIND-Y
173
0.2826
DL+EQ+X
173
B357
T3-Plinth
Tie 350x230[3#12T/B]
Middle
-0.0277
DL-EQ+X
173
0.5698
DL+WIND-Y
173
B357
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-0.5516
DL+EQ+X
173
0.6037
DL+WIND-Y
173
B358
T 3-Plinth
Tie 350x230[3#12T/B]
End-I
-0.4208
DL-EQ+X
173
0.3603
DL+WIND-Y
173
B358
T3-Plinth
Tie 350x230[3#12T/B]
Middle
-0.2523
DL+EQ+X
173
0.2172
DL+WIND-Y
173
B358
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-0.4312
DL+WIND-Y
173
0.6211
DL-EQ+X
173
B407
T3-Plinth
Tie 350x230[3#12T/B]
End-I
-3.2053
DL+WIND-Y
173
1.5646
DL+WIND-Y
173
B407
T3-Plinth
Tie 350x230[3#12T/B]
Middle
-1.8684
DL+WIND-Y
173
2.9015
DL+WIND-Y
173
B407
T3-Plinth
Tie 350x230[3#12T/B]
End-J
-1.7023
DL+WIND-Y
173
3.0676
DL+WIND-Y
173
B421
T3-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.4302
DL+WIND-Y
173
B421
T3-Strap
Strap350x230[3#12T/B]
End-J
-1.8284
DL+W IND-Y
173
0.1186
DL+LL+W IND-Y
173
B422
T3-Strap
Strap350x230[3#12T/B]
End-I
-0.1271
DL+WIND-Y
173
0.0539
DL+EQ+Y
173
B422
T3-Strap
Strap350x230[3#12T/B]
Middle
0
DL+WIND-Y
43
1.6413
DL+WIND-Y
173
B422
T3-Strap
Strap350x230[3#12T/B]
End-J
-1.5874
DL+W IND-Y
173
0.3255
DL+LL+W IND-Y
173
Table 6.9 - Concrete Beam Shear Envelope
Label
B1085
B1085
B1085
B1151
B1151
B1151
B1207 B1207
Story
Section Location
Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] T1-Base
Tie
V kN
End-I
49.001
Middle
4.597
End-J
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m DL+LLEQ+Y
492.06
2.7875
1.5[DL+LL]
315.22
0.5293
DL+WIND-Y
0
DL+WIND-Y 254.94
0.729
DL+WIND-Y
0
0.729
DL+WIND-Y
0
51.6435
DL+LLEQ+Y
575.68
3.3685
1.5[DL+LL] 423.52
3.3685
1.5[DL+LL]
0
End-I
47.8492
DL+LLEQ+Y
475.46
2.706
1.5[DL+LL] 302.15
0.5308
DL+WIND-Y
0
Middle
5.0421
0.5638
DL+W IND-Y
0
End-J
D L+W IND-Y 254.94
0.5638
47.4039
DL+LLEQ+Y
475.66
2.7768
1.5[DL+LL] 300.86
2.7768
1.5[DL+LL]
0
End-I
47.8095
DL+LLEQ+Y
473.5
2.6783
1.5[DL+LL] 300.58
0.5251
DL+WIND-Y
0
Middle
5.029
0.538
DL+WIND-Y
0
D L+WIND-Y 254.94
0.538
Page 103 of 122
DL+W IND-Y
DL+WIND-Y
0
0
Design Data
Label
Story
B1207
T1-Base
B1259
T1-Base
B1259
T1-Base
B1259
T1-Base
B1308
T1-Base
B1308
T1-Base
B1308
T1-Base
B1309
T1-Base
B1309
T1-Base
B1309
T1-Base
B12
T1-Base
B12
T1-Base
B12
T1-Base
B14
T1-Base
B14
T1-Base
B14
T1-Base
B15
T1-Base
B15
T1-Base
B15
T1-Base
B16
T1-Base
9/19/2015
Section Location
350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B]
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
End-J
47.6685
DL+LLEQ+Y
474.84
2.7291
1.5[DL+LL] 300.39
2.7291
1.5[DL+LL]
0
End-I
47.7581
DL+LLEQ+Y
474.48
2.684
1.5[DL+LL] 301.65
0.5298
DL+WIND-Y
0
Middle
5.0344
D L+W IND-Y 254.94
0.5242
DL+W IND-Y
0
0.5242
DL+W IND-Y
0
End-J
47.712
DL+LL 473.32 EQ+Y
2.7014
1.5[DL+LL]
299.3
2.7014
1.5[DL+LL]
0
End-I
51.1461
DL+LL 582.48 EQ+Y
3.7288
1.5[DL+LL] 418.94
0.928
1.5[DL+LL]
0
Middle
5.6106
D L+W IND-Y 254.94
0.4405
DL+W IND-Y
0.4405
DL+W IND-Y
0
End-J
49.0731
DL+LLEQ+Y
489.54
2.7225
1.5[DL+LL] 313.33
2.7225
1.5[DL+LL]
0
End-I
47.5444
DL+LLEQ+Y
476.36
2.7164
1.5[DL+LL] 303.78
0.55
DL+W IND-Y
0
Middle
5.0413
D L+W IND-Y 254.94
0.5224
0.5224
DL+W IND-Y
0
End-J
47.7448
DL+LLEQ+Y
475.18
2.7097
1.5[DL+LL] 301.32
2.7097
1.5[DL+LL]
0
End-I
51.3091
DL+LL+EQ+ 569.13 Y
0.3692
1.5[DL+LL] 419.42
0.6524
1.5[DL+LL]
0
Middle
4.9925
D L+W IND-Y 254.94
0.6877
DL+W IND-Y
0.6877
DL+W IND-Y
0
End-J
48.9903
DL+LL+EQ+ 491.95 Y
0.686
1.5[DL+LL] 314.82
0.686
1.5[DL+LL]
0
End-I
47.4827
DL+LL+EQ+ 476.48 Y
0.7297
1 .5[DL+LL]
304
0.7089
DL+W IND-Y
0
Middle
4.5945
D L+W IND-Y 254.94
0.7354
DL+W IND-Y
0
0.7354
DL+W IND-Y
0
End-J
47.7446
DL+LL+EQ+ 475.76 Y
0.796
1.5[DL+LL]
301.8
0.796
1.5[DL+LL]
0
End-I
47.7209
DL+LL+EQ+ 474.67 Y
0.7701
1.5[DL+LL] 301.88
0.7306
DL+WIND-Y
0
Middle
4.5723
D L+W IND-Y 254.94
0.7411
0.7411
DL+W IND-Y
0
End-J
47.712
DL+LL+EQ+ 473.8 Y
0.8243
1.5[DL+LL] 299.74
0.8243
1.5[DL+LL]
0
End-I
47.7627
DL+LL+EQ+ 473.22 Y
0.7941
1.5[DL+LL] 300.42
0.7424
DL+WIND-Y
0
Page 104 of 122
DL+W IND-Y
DL+W IND-Y
0
0
0
0
Design Data
Label
B16
B16
B17
B17
B17
B18
B18
B18
B37
B37
B37
B39
B39
B39
B41
B41
B41
B43
B43
B43 B45
Story
9/19/2015
Section Location
Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3#
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
Middle
4.5552
D L+W IND-Y 254.94
0.7396
DL+W IND-Y
End-J
47.6751
DL+LL+EQ+ 475.39 Y
0.8264
End-I
47.8011
DL+LL+EQ+ 475.12 Y
Middle
4.531
End-J
0.7396
DL+W IND-Y
0
1.5[DL+LL] 300.89
0.8264
1.5[DL+LL]
0
0.7933
1.5[DL+LL] 301.93
0.748
DL+WIND-Y
0
DL+W IND-Y 254.94
0.7332
DL+W IND-Y
0.7332
DL+W IND-Y
0
47.4099
DL+LL+EQ+ 476.61 Y
0.8236
1.5[DL+LL] 301.68
0.8236
1.5[DL+LL]
0
End-I
48.9386
DL+LL+EQ+ 492.09 Y
0.7112
1.5[DL+LL] 315.34
0.701
DL+WIND-Y
0
Middle
4.2816
D L+W IND-Y 254.94
0.6819
DL+W IND-Y
0.6819
DL+W IND-Y
0
End-J
51.6524
DL+LL+EQ+ 572.44 Y
0.4542
1.5[DL+LL] 418.71
0.4542
1.5[DL+LL]
0
End-I
49.5542
510.88
1.9772
1.5[DL+LL] 352.35
0.1052
1.5[DL+LL]
0
Middle
0.7495
DL+WIND-Y 254.94
0.2822
1.5[DL+LL] 221.69
0.2822
1.5[DL+LL]
0
End-J
51.1925
DL+LLEQ+X
586.65
1.0476
1.5[DL+LL] 426.68
1.0476
1.5[DL+LL]
0
End-I
62.0684
DL+LL+EQ+ 457.54 X
0.0345
DL+LL+WIN 221.69 D-Y
0.0139
DL+W IND-Y
0
Middle
0.8625
DL+W IND-Y 254.94
0.026
0.026
DL+W IND-Y
0
End-J
62.3758
DL+LL+EQ+ 457.61 X
0.0548
DL+LL+EQ 222.71 +X
0.0548
DL+LL+EQ+X
0
End-I
61.775
DL+LL+EQ+ X
0.0065
DL+LL 2 21.69 EQ+X
0.0039
DL+W IND-Y
0
Middle
0.7423
D L+W IND-Y 254.94
0.0118
DL+W IND-Y
0.0118
DL+W IND-Y
0
End-J
61.7757
DL+LL+EQ+ 438.31 X
0.0346
DL+LL 221.69 EQ+X
0.0346
DL+LL-EQ+X
0
End-I
61.7855
434.11
0.0117
DL+LL 2 21.69 EQ+X
0.0072
DL+W IND-Y
0
Middle
0.7
DL+WIND-Y 254.94
0.0154
DL+WIND-Y
0.0154
DL+WIND-Y
0
End-J
61.6411
DL+LLEQ+X
437.57
0.0453
DL+LL 221.69 EQ+X
0.0453
DL+LL-EQ+X
0
End-I
61.7884
DL+LLEQ+X
433.99
0.0167
DL+LL 2 21.69 EQ+X
0.0103
DL+W IND-Y
0
DL+LLEQ+X
DL+LLEQ+X
433
Page 105 of 122
DL+W IND-Y
0
0
0
0
0
0
Design Data
Label
Story
9/19/2015
Section Location
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
12T/B] B45
B45
B47
B47
B47
B49
B49
B49
B50
B50
B50
B51
B51
B54
B54
B55
B55
B55
B114
B114 B137
Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] T1-Base
Tie
Middle
0.7041
D L+W IND-Y 254.94
0.0183
DL+W IND-Y
End-J
61.7454
DL+LLEQ+X
439.47
0.0555
End-I
62.1108
DL+LLEQ+X
458.83
0.0568
Middle
0.7716
D L+W IND-Y 254.94
0.0586
DL+W IND-Y
End-J
62.2883
DL+LLEQ+X
458.28
0.1437
End-I
49.7742
DL+LL+EQ+ 508.55 X
Middle
0.6076
DL+WIND-Y 254.94
End-J
50.8664
DL+LL+EQ+ 607.75 X
End-I
63.5343
Middle
5.4505
End-J
DL+LLEQ+Y
0
0.0183
DL+W IND-Y
0
DL+LL 221.69 EQ+X
0.0555
DL+LL-EQ+X
0
DL+LL+WIN 221.69 D-Y
0.0275
DL+W IND-Y
0
0.0586
DL+W IND-Y
0
DL+LL 223.68 EQ+X
0.1437
DL+LL-EQ+X
0
2.0027
1.5[DL+LL] 351.51
0.1099
1.5[DL+LL]
0
0.2848
1.5[DL+LL] 221.69
0.2848
1.5[DL+LL]
0
1.014
1.5[DL+LL]
1.014
1.5[DL+LL]
0
0.7645
DL+W IND-Y
0
0.8207
DL+W IND-Y
0
0
428.1
DL+LL+WIN 231.36 D-Y
466.05
2.4899
D L+W IND-Y 254.94
0.8207
61.3384
DL+LLEQ+Y
452.47
2.5855
DL+LL+WIN 229.64 D-Y
2.5855
End-I
58.8508
DL+LLEQ+Y
432.97
2.5787
DL+LL+WIN 222.16 D-Y
0.8096
DL+W IND-Y
0
Middle
5.0176
D L+W IND-Y 254.94
0.7951
DL+W IND-Y
0
0.7951
DL+W IND-Y
0
Middle
5.0073
D L+W IND-Y 254.94
0.7721
DL+W IND-Y
0
0.7721
DL+W IND-Y
0
End-J
58.8082
DL+LLEQ+Y
427.91
2.4801
DL+LL+WIN 221.69 D-Y
2.4801
End-I
61.4057
DL+LLEQ+Y
448.1
2.4787
DL+LL+WIN 226.14 D-Y
0.7727
DL+W IND-Y
0
Middle
3.9789
D L+W IND-Y 254.94
0.8051
0.8051
DL+W IND-Y
0
End-J
63.523
DL+LLEQ+Y
469
2.5716
DL+LL+WIN 234.97 D-Y
2.5716
End-I
48.0708
DL+LLEQ+X
527.74
1.9877
1.5[DL+LL] 344.35
0.1184
1.5[DL+LL]
0
Middle
1.0039
D L+W IND-Y 254.94
0.1787
DL+W IND-Y
0
0.1787
DL+W IND-Y
0
End-I
59.8696
0.0007
DL+LL-
221.69
0.0003
DL+WIND-Y
0
DL+LL-
428.23
Page 106 of 122
DL+W IND-Y
DL+W IND-Y
0
0
DL+LL+WINDY
DL+LL+WINDY
DL+LL+WINDY
0
0
0
Design Data
Label
Story
B137
T1-Base
B137
T1-Base
B139
T1-Base
B139
T1-Base
B139
T1-Base
B147
T1-Base
B147
T1-Base
B147
T1-Base
B153
T1-Base
B153
T1-Base
B153
T1-Base
B154
T1-Base
B154
T1-Base
B154
T1-Base
B163
T1-Base
B163
T1-Base
B163
T1-Base
B164
T1-Base
B164
T1-Base
B164
T1-Base
9/19/2015
Section Location
350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B]
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m EQ+X
Middle
1.6861
End-J
EQ+X
D L+W IND-Y 254.94
0.0082
DL+W IND-Y
59.4624
DL+LLEQ+X
415.02
0.0225
End-I
59.8793
DL+LLEQ+X
428.38
Middle
1.7234
End-J
0.0082
DL+W IND-Y
0
DL+LL 221.69 EQ+X
0.0225
DL+LL-EQ+X
0
0.0058
DL+LL 221.69 EQ+X
0.003
DL+WIND-Y
0
D L+W IND-Y 254.94
0.0113
DL+W IND-Y
0.0113
DL+W IND-Y
0
59.4406
DL+LLEQ+X
414.92
0.0326
DL+LL 221.69 EQ+X
0.0326
DL+LL-EQ+X
0
End-I
60.1955
DL+LLEQ+X
453.48
0.1139
DL+LL 2 22.13 EQ+X
0.0296
DL+W IND-Y
0
Middle
1.7757
D L+W IND-Y 254.94
0.0367
DL+W IND-Y
0.0367
DL+W IND-Y
0
End-J
59.7238
DL+LLEQ+X
440.22
0.1375
DL+LL+EQ 221.69 +Y
0.1375
DL+LL+EQ+Y
0
End-I
48.1452
DL+LL+EQ+ 527.67 X
1.9135
1.5[DL+LL] 343.14
0.148
1.5[DL+LL]
0
Middle
0.9989
D L+W IND-Y 254.94
0.1586
DL+W IND-Y
0.1586
DL+W IND-Y
0
End-J
47.9781
DL+LL+EQ+ 494.43 X
0.4107
1.5[DL+LL] 335.31
0.4107
1.5[DL+LL]
0
End-I
63.6825
DL+LL+EQ+ 455.09 Y
2.3632
DL+LL+WIN 223.04 D-Y
0.7286
DL+W IND-Y
0
Middle
5.4991
D L+W IND-Y 254.94
0.6774
0.6774
DL+W IND-Y
0
End-J
61.0477
DL+LL+EQ+ 423.97 Y
2.2044
DL+LL+WIN 221.69 D-Y
2.2044
End-I
58.4651
DL+LL+EQ+ 402.79 Y
1.0842
DL+LL+WIN 221.69 D-Y
0.6841
DL+W IND-Y
0
Middle
5.0608
D L+W IND-Y 254.94
0.6773
0.6773
DL+W IND-Y
0
End-J
59.2002
DL+LL+EQ+ 407.67 Y
2.1922
DL+LL+WIN 221.69 D-Y
2.1922
End-I
59.1553
DL+LL+EQ+ 407.56 Y
1.0749
DL+LL+WIN 221.69 D-Y
0.6782
DL+W IND-Y
0
Middle
5.0618
D L+W IND-Y 254.94
0.6721
0.6721
DL+W IND-Y
0
End-J
59.1466
DL+LL+EQ+ 406.31 Y
2.1742
Page 107 of 122
DL+W IND-Y
DL+W IND-Y
DL+W IND-Y
0
0
0
0
0
0
0
DL+LL+WIN 221.69 D-Y
2.1742
DL+LL+WINDY
DL+LL+WINDY
DL+LL+WINDY
0
0
0
Design Data
Label
B171
B171
B171
B172
B172
B172
B179
B179
B179
B238
B238
B238
B239
B239
B239
B240
B240
B240
B241
B241 B241
Story
9/19/2015
Section Location
Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3#
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
End-I
59.2198
DL+LL+EQ+ 406.93 Y
1.0661
Middle
5.0445
D L+W IND-Y 254.94
0.6664
End-J
59.0747
DL+LL+EQ+ 404.68 Y
2.155
DL+LL+WIN 221.69 D-Y
2.155
End-I
59.2772
DL+LL+EQ+ 406.13 Y
1.057
DL+LL+WIN 221.69 D-Y
0.6671
DL+W IND-Y
0
Middle
5.0463
D L+W IND-Y 254.94
0.6609
0.6609
DL+W IND-Y
0
End-J
58.4052
DL+LL+EQ+ 397.9 Y
2.1354
DL+LL+WIN 221.69 D-Y
2.1354
End-I
61.1285
DL+LL+EQ+ 420.51 Y
1.0485
DL+LL+WIN 221.69 D-Y
0.664
DL+WIND-Y
0
Middle
4.099
DL+W IND-Y 254.94
0.6741
0.6741
DL+W IND-Y
0
End-J
63.5804
DL+LLEQ+Y
447.3
2.2451
DL+LL+WIN 221.69 D-Y
2.2451
End-I
51.3866
DL+LLEQ+X
576.06
2.3114
1.5[DL+LL] 425.35
0.0153
1.5[DL+LL]
0
Middle
1.4849
D L+W IND-Y 254.94
0.2178
0.2178
DL+W IND-Y
0
End-J
49.5835
DL+LLEQ+X
512.86
0.5965
1.5[DL+LL] 356.53
0.5965
1.5[DL+LL]
0
End-I
47.9179
DL+LLEQ+X
495.38
1.9501
1.5[DL+LL]
335.97
0.1399
DL+WIND-Y
0
Middle
1.1679
D L+W IND-Y 254.94
0.2247
DL+W IND-Y
0
0.2247
DL+W IND-Y
0
End-J
48.1178
DL+LLEQ+X
527.77
0.5809
1.5[DL+LL] 345.13
0.5809
1.5[DL+LL]
0
End-I
62.3417
DL+LL+EQ+ 455.32 X
0.0519
DL+LL 2 21.69 EQ+X
0.0319
DL+W IND-Y
0
Middle
2.1593
D L+W IND-Y 254.94
0.0207
DL+W IND-Y
0.0207
DL+W IND-Y
0
End-J
62.161
DL+LL+EQ+ 457.13 X
0.1109
DL+LL+EQ 221.69 +Y
0.1109
DL+LL+EQ+Y
0
End-I
59.6591
DL+LL+EQ+ 437.76 X
0.0633
DL+LL+WIN 221.69 D-Y
0.0371
DL+W IND-Y
0
Middle
1.9494
DL+W IND-Y 254.94
0.032
0.032
DL+W IND-Y
0
End-J
60.2449
DL+LL+EQ+ 452.96 X
0.1112
0.1112
DL+LL+EQ+X
0
Page 108 of 122
DL+LL+WIN 221.69 D-Y DL+W IND-Y
DL+W IND-Y
DL+W IND-Y
DL+W IND-Y
DL+W IND-Y
0
0
0
0
0
0
DL+LL+EQ 222.04 +X
0.6727
DL+W IND-Y
0
0.6664
DL+W IND-Y
0
DL+LL+WINDY
DL+LL+WINDY
DL+LL+WINDY
0
0
0
Design Data
Label
Story
9/19/2015
Section Location
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
V kN
12T/B] B242
B242
B242
B243
B243
B243
B244
B244
B244
B245
B245
B245
B246
B246
B246
B247
B247
B247
B248
B248 B248
Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] Tie T1-Base 350x230[3# 12T/B] T1-Base
Tie
436.6
0.0229
DL+LL 2 21.69 EQ+X
0.0148
DL+W IND-Y
0
2.172
DL+W IND-Y 254.94
0.0081
DL+W IND-Y
0.0081
DL+W IND-Y
0
End-J
61.8569
DL+LL+EQ+ 432.65 X
0.0273
DL+LL 221.69 EQ+X
0.0273
DL+LL-EQ+X
0
End-I
59.3743
DL+LL+EQ+ 412.35 X
0.0143
DL+LLEQ+X
221.69
0.01
DL+WIND-Y
0
Middle
1.9435
D L+W IND-Y 254.94
0.0002
DL+W IND-Y
0
0.0002
DL+W IND-Y
0
End-J
59.9395
DL+LL+EQ+ 427.74 X
0.0045
DL+LL 221.69 EQ+X
0.0045
DL+LL-EQ+X
0
End-I
61.6417
436.69
0.0185
DL+LL 2 21.69 EQ+X
0.0117
DL+W IND-Y
0
Middle
2.2004
D L+W IND-Y 254.94
0.0055
DL+W IND-Y
0.0055
DL+W IND-Y
0
End-J
61.8533
DL+LLEQ+X
433.92
0.0174
DL+LL 221.69 EQ+X
0.0174
DL+LL-EQ+X
0
End-I
59.3971
DL+LLEQ+X
413.69
0.0086
DL+LL 2 21.69 EQ+X
0.0063
DL+W IND-Y
0
Middle
1.9687
D L+W IND-Y 254.94
0.0026
DL+W IND-Y
0.0026
DL+W IND-Y
0
End-J
59.9292
DL+LLEQ+X
428.75
0.0042
DL+LL 221.69 EQ+X
0.0042
DL+LL-EQ+X
0
End-I
61.7453
DL+LLEQ+X
438.74
0.0157
DL+LL 2 21.69 EQ+X
0.0101
DL+W IND-Y
0
Middle
2.2219
D L+W IND-Y 254.94
0.0015
DL+W IND-Y
0.0015
DL+W IND-Y
0
End-J
61.84
End-I
59.393
Middle
1.997
End-J
End-I
61.7595
Middle
DL+LLEQ+X
DL+LLEQ+X
0
0
0
0
DL+LLEQ+X
433.72
0.0056
DL+LL 221.69 EQ+X
0.0056
DL+LL-EQ+X
0
DL+LLEQ+X
413.78
0.0018
DL+LL 2 21.69 EQ+X
0.0017
DL+W IND-Y
0
DL+W IND-Y 254.94
0.0055
DL+W IND-Y
0.0055
DL+W IND-Y
0
59.9247
DL+LLEQ+X
428.77
0.0138
DL+LL 221.69 EQ+X
0.0138
DL+LL-EQ+X
0
End-I
62.2689
DL+LLEQ+X
457.43
0.0592
DL+LL 2 22.71 EQ+X
0.0176
DL+W IND-Y
0
Middle
2.2716
D L+W IND-Y 254.94
0.0124
DL+W IND-Y
0.0124
DL+W IND-Y
0
End-J
62.1459
0.0782
DL+LL+EQ 221.69
0.0782
D L+LL+EQ+Y
0
DL+LL-
458.39
Page 109 of 122
0
0
Design Data
Label
Story
B249
T1-Base
B249
T1-Base
B249
T1-Base
B250
T1-Base
B250
T1-Base
B250
T1-Base
B251
T1-Base
B251
T1-Base
B251
T1-Base
B252
T1-Base
B252
T1-Base
B252
T1-Base
B253
T1-Base
B253
T1-Base
B253
T1-Base
B254
T1-Base
B254
T1-Base
B254
T1-Base
B255
T1-Base
B255
T1-Base
9/19/2015
Section Location
350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B] Tie 350x230[3# 12T/B]
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m EQ+X
End-I
59.7027
Middle
2.0571
End-J
60.2253
End-I
51.0526
Middle
DL+LLEQ+X
+Y DL+LL+WIN 221.69 D-Y
439.34
0.0394
0.0205
DL+W IND-Y
0
D L+W IND-Y 254.94
0.0347
DL+W IND-Y
0.0347
DL+W IND-Y
0
DL+LLEQ+X
453.78
0.1167
DL+LL 222.73 EQ+X
0.1167
DL+LL-EQ+X
0
DL+LL+EQ+ 610.15 X
2.2658
1.5[DL+LL] 432.05
0.0184
DL+LL+EQ+X
0
1.6522 DL+WIND-Y 254.94
0.0184
1.5[DL+LL] 221.69
0.1127
DL+WIND-Y
0
0
End-J
49.6794
DL+LL+EQ+ 505.01 X
0.4972
1.5[DL+LL] 348.84
0.4972
1.5[DL+LL]
0
End-I
47.9297
DL+LL+EQ+ 492.75 X
2.0059
1.5[DL+LL] 333.37
0.1146
DL+WIND-Y
0
Middle
1.2571
D L+W IND-Y 254.94
0.2433
DL+W IND-Y
0.2433
DL+W IND-Y
0
End-J
48.1477
DL+LL+EQ+ 526.48 X
0.6243
1.5[DL+LL] 342.72
0.6243
1.5[DL+LL]
0
End-I
63.6353
DL+LL+EQ+ 468.11 Y
2.2946
1.5[DL+LL] 231.95
0.6745
DL+WIND-Y
0
Middle
5.6212
D L+W IND-Y 254.94
0.8052
0.8052
DL+W IND-Y
0
End-J
61.3386
DL+LL+EQ+ 453.84 Y
2.4129
DL+LL+WIN 227.08 D+Y
2.4129
End-I
58.8614
DL+LL+EQ+ 434.22 Y
1.1902
DL+LL+WIN 221.69 D-Y
0.7645
DL+W IND-Y
0
Middle
5.1584
DL+W IND-Y 254.94
0.759
0.759
DL+W IND-Y
0
End-J
59.5483
DL+LL+EQ+ 437.88 Y
2.369
DL+LL+WIN 221.69 D-Y
2.369
End-I
59.4677
DL+LL+EQ+ 437.65 Y
1.1846
DL+LL+WIN 221.69 D-Y
0.7612
DL+W IND-Y
0
Middle
5.1575
D L+W IND-Y 254.94
0.7508
0.7508
DL+W IND-Y
0
End-J
59.4874
DL+LL+EQ+ 436.16 Y
2.3454
DL+LL+WIN 221.69 D-Y
2.3454
End-I
59.563
DL+LL+EQ+ 436.94 Y
1.1739
DL+LL+WIN 221.69 D-Y
0.7549
DL+W IND-Y
0
Middle
5.1314
D L+W IND-Y 254.94
0.7405
0.7405
DL+W IND-Y
0
Page 110 of 122
DL+W IND-Y
DL+W IND-Y
DL+W IND-Y
DL+W IND-Y
0
0
0
0
0
DL+LL+WIND +Y
DL+LL+WINDY
DL+LL+WINDY
0
0
0
Design Data
Label
B255
B256
B256
B256
B257
B257
B257 B1085 B1085 B1085 B1151 B1151 B1151 B1207 B1207 B1207 B1259 B1259 B1259 B1308 B1308 B1308 B47 B49 B49 B49 B50 B50
Story
9/19/2015
Section Location
Tie T1-Base 350x230[3# End-J 12T/B] Tie T1-Base 350x230[3# End-I 12T/B] Tie T1-Base 350x230[3# Middle 12T/B] Tie T1-Base 350x230[3# End-J 12T/B] Tie T1-Base 350x230[3# End-I 12T/B] Tie T1-Base 350x230[3# Middle 12T/B] Tie T1-Base 350x230[3# End-J 12T/B] Strap350x2 T1-Strap End-I 30[3#12T/B] Strap350x2 T1-Strap Middle 30[3#12T/B] Strap350x2 T1-Strap End-J 30[3#12T/B] Strap350x2 T1-Strap End-I 30[3#12T/B] Strap350x2 T1-Strap Middle 30[3#12T/B] Strap350x2 T1-Strap End-J 30[3#12T/B] Strap350x2 T1-Strap End-I 30[3#12T/B] Strap350x2 T1-Strap Middle 30[3#12T/B] Strap350x2 T1-Strap End-J 30[3#12T/B] Strap350x2 T1-Strap End-I 30[3#12T/B] Strap350x2 T1-Strap Middle 30[3#12T/B] Strap350x2 T1-Strap End-J 30[3#12T/B] Strap350x2 T1-Strap End-I 30[3#12T/B] Strap350x2 T1-Strap Middle 30[3#12T/B] Strap350x2 T1-Strap End-J 30[3#12T/B] Strap350x2 T1-Strap End-J 30[3#12T/B] Strap350x2 T1-Strap End-I 30[3#12T/B] Strap350x2 T1-Strap Middle 30[3#12T/B] Strap350x2 T1-Strap End-J 30[3#12T/B] Strap350x2 T1-Strap End-I 30[3#12T/B] T1-Strap Strap350x2
Middle
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
59.391
DL+LL+EQ+ 434.07 Y
2.3187
DL+LL+WIN 221.69 D-Y
2.3187
59.6254
DL+LL+EQ+ 435.96 Y
1.161
DL+LL+WIN 221.69 D-Y
0.7466
DL+W IND-Y
0
5.1474
D L+W IND-Y 254.94
0.7276
0.7276
DL+W IND-Y
0
DL+W IND-Y
0
DL+LL+WINDY
58.8003
DL+LL+EQ+ 428.2 Y
2.2856
DL+LL+WIN 221.69 D-Y
2.2856
61.4256
DL+LL+EQ+ 448.59 Y
2.3007
DL+LL+WIN 226.07 D+Y
0.7496
DL+W IND-Y
0
4.1498
D L+W IND-Y 254.94
0.7412
0.7412
DL+W IND-Y
0
63.3595
DL+LL+EQ+ 467.47 Y
2.3847
8.4179
DL+W IND-Y 254.94
0.0299
DL+W IND-Y
0
0.0299
DL+W IND-Y
0
4.7396
D L+W IND-Y 254.94
0.0299
DL+W IND-Y
0
0.0299
DL+W IND-Y
0
14.6076 DL+WIND-Y 254.94
0.0299 DL+WIND-Y
0
0.0299
DL+WIND-Y
0
8.2144
DL+WIND-Y 254.94
0.006
DL+WIND-Y
0
0.006
DL+WIND-Y
0
4.9431
DL+W IND-Y 254.94
0.006
DL+W IND-Y
0
0.006
DL+W IND-Y
0
14.8112 DL+W IND-Y 254.94
0.006
DL+W IND-Y
0
0.006
DL+W IND-Y
0
8.2141
DL+W IND-Y 254.94
0.0033
DL+W IND-Y
0
0.0033
DL+W IND-Y
0
4.9434
D L+W IND-Y 254.94
0.0033
DL+W IND-Y
0
0.0033
DL+W IND-Y
0
14.8115 DL+WIND-Y 254.94
0.0033 DL+WIND-Y
0
0.0033
DL+WIND-Y
0
8.2128
DL+WIND-Y 254.94
0.001
DL+WIND-Y
0
0.001
DL+WIND-Y
0
4.9447
DL+W IND-Y 254.94
0.001
DL+W IND-Y
0
0.001
DL+W IND-Y
0
14.8128 DL+W IND-Y 254.94
0.001
DL+W IND-Y
0
0.001
DL+W IND-Y
0
DL+W IND-Y
0
DL+LL+WIN 235.06 D+Y
2.3847
DL+LL+WINDY
0
DL+LL+WIND +Y
0
0
8.021
DL+WIND-Y 254.94
0.046
DL+WIND-Y
0
0.046
DL+WIND-Y
0
5.1364
DL+W IND-Y 254.94
0.046
DL+W IND-Y
0
0.046
DL+W IND-Y
0
15.0045 DL+W IND-Y 254.94
0.046
DL+W IND-Y
0
0.046
DL+W IND-Y
0
0.0013
DL+W IND-Y
0
0.0013
DL+W IND-Y
0
0.0196 DL+WIND-Y
0
0.0196
DL+WIND-Y
0
0.0196
DL+W IND-Y
0
0.0196
DL+W IND-Y
0
11.9738 DL+WIND-Y 254.94
0.0196 DL+WIND-Y
0
0.0196
DL+WIND-Y
0
8.0001
DL+W IND-Y 254.94
0.0035
DL+W IND-Y
0
0.0035
DL+W IND-Y
0
5.1574
DL+WIND-Y 254.94
0.0035 DL+WIND-Y
0
0.0035
DL+WIND-Y
0
11.882
DL+W IND-Y 254.94
10.2228 DL+WIND-Y 254.94 2.461
DL+W IND-Y 254.94
Page 111 of 122
Design Data
Label
Story
9/19/2015
Section Location
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
30[3#12T/B] B50 B51 B51 B51 B52 B52 B52 B53 B53 B53 B54 B54 B54 B55 B55 B55 B114 B114 B114 B122 B122 B122 B130 B130 B130 B137 B137 B137 B139 B139
Strap350x2 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] T1-Strap
End-J
15.0255 DL+WIND-Y 254.94
0.0035 DL+WIND-Y
0
0.0035
DL+WIND-Y
0
8.2165
DL+W IND-Y 254.94
0.0009
DL+W IND-Y
0
0.0009
DL+W IND-Y
0
Middle
4.941
DL+W IND-Y 254.94
0.0009
DL+W IND-Y
0
0.0009
DL+W IND-Y
0
End-J
14.809
DL+W IND-Y 254.94
0.0009
DL+W IND-Y
0
0.0009
DL+W IND-Y
0
End-I
8.225
DL+W IND-Y 254.94
0.0002
DL+W IND-Y
0
0.0002
DL+W IND-Y
0
Middle
4.9324
D L+W IND-Y 254.94
0.0002
DL+W IND-Y
0
0.0002
DL+W IND-Y
0
14.8005 DL+WIND-Y 254.94
0.0002 DL+WIND-Y
0
0.0002
DL+WIND-Y
0
8.2338
DL+W IND-Y 254.94
0.0005
DL+W IND-Y
0
0.0005
DL+W IND-Y
0
4.9237
D L+W IND-Y 254.94
0.0005
DL+W IND-Y
0
0.0005
DL+W IND-Y
0
14.7918 DL+WIND-Y 254.94
0.0005 DL+WIND-Y
0
0.0005
DL+WIND-Y
0
8.2424
DL+W IND-Y 254.94
0.0011
DL+W IND-Y
0
0.0011
DL+W IND-Y
0
4.915
DL+W IND-Y 254.94
0.0011
DL+W IND-Y
0
0.0011
DL+W IND-Y
0
14.7831 DL+WIND-Y 254.94
0.0011 DL+WIND-Y
0
0.0011
DL+WIND-Y
0
8.4566
DL+W IND-Y 254.94
0.0056
DL+W IND-Y
0
0.0056
DL+W IND-Y
0
4.7008
D L+W IND-Y 254.94
0.0056
DL+W IND-Y
0
0.0056
DL+W IND-Y
0
End-I
End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J
14.5689 DL+WIND-Y 254.94
0.0056 DL+WIND-Y
0
0.0056
DL+WIND-Y
0
End-I
10.0932 DL+WIND-Y 254.94
0.0016 DL+WIND-Y
0
0.0016
DL+WIND-Y
0
0.0016
DL+W IND-Y
0
0.0016
DL+W IND-Y
0
Middle
2.5906
D L+W IND-Y 254.94
End-J
12.1034 DL+WIND-Y 254.94
0.0016 DL+WIND-Y
0
0.0016
DL+WIND-Y
0
End-I
10.0843 DL+WIND-Y 254.94
0.0002 DL+WIND-Y
0
0.0002
DL+WIND-Y
0
0.0002
DL+W IND-Y
0
0.0002
DL+W IND-Y
0
Middle
2.5995
D L+W IND-Y 254.94
End-J
12.1123 DL+WIND-Y 254.94
0.0002 DL+WIND-Y
0
0.0002
DL+WIND-Y
0
End-I
10.0873 DL+WIND-Y 254.94
0.0005 DL+WIND-Y
0
0.0005
DL+WIND-Y
0
0.0005
DL+W IND-Y
0
0.0005
DL+W IND-Y
0
Middle
2.5965
D L+W IND-Y 254.94
End-J
12.1093 DL+WIND-Y 254.94
0.0005 DL+WIND-Y
0
0.0005
DL+WIND-Y
0
End-I
10.0854 DL+WIND-Y 254.94
0.0008 DL+WIND-Y
0
0.0008
DL+WIND-Y
0
0.0008
DL+W IND-Y
0
0.0008
DL+W IND-Y
0
Middle
2.5983
D L+W IND-Y 254.94
End-J
12.1112 DL+WIND-Y 254.94
0.0008 DL+WIND-Y
0
0.0008
DL+WIND-Y
0
End-I
10.0798 DL+WIND-Y 254.94
0.0012 DL+WIND-Y
0
0.0012
DL+WIND-Y
0
0.0012
0
0.0012
DL+W IND-Y
0
Middle
2.604
DL+W IND-Y 254.94
Page 112 of 122
DL+W IND-Y
Design Data
Label
B139 B147 B147 B147 B153 B250 B250 B251 B251 B251 B252 B252 B252 B253 B253 B253 B254 B254 B254 B255 B255 B255 B256 B256 B256 B257 B257 B257 B334
B334
Story
9/19/2015
Section Location
Strap350x2 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Strap350x2 T1-Strap 30[3#12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] T1-Strap
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
End-J
12.1168 DL+WIND-Y 254.94
0.0012 DL+WIND-Y
0
0.0012
DL+WIND-Y
0
End-I
10.0709 DL+W IND-Y 254.94
0.001
DL+W IND-Y
0
0.001
DL+W IND-Y
0
DL+W IND-Y 254.94
0.001
DL+W IND-Y
0
0.001
DL+W IND-Y
0
End-J
12.1257 DL+W IND-Y 254.94
0.001
DL+W IND-Y
0
0.001
DL+W IND-Y
0
End-I
10.0542 DL+WIND-Y 254.94
0.0024 DL+WIND-Y
0
0.0024
DL+WIND-Y
0
0.0154
DL+W IND-Y
0
0.0154
DL+W IND-Y
0
0.0154 DL+WIND-Y
0
0.0154
DL+WIND-Y
0
Middle
Middle End-J
2.6128
2.8276
D L+W IND-Y 254.94
12.3405 DL+WIND-Y 254.94
End-I
10.04
DL+W IND-Y 254.94
0.0063
DL+W IND-Y
0
0.0063
DL+W IND-Y
0
Middle
2.6437
D L+W IND-Y 254.94
0.0063
DL+W IND-Y
0
0.0063
DL+W IND-Y
0
0.0063 DL+WIND-Y
0
0.0063
DL+WIND-Y
0
End-J
12.1565 DL+WIND-Y 254.94
End-I
8.052
DL+W IND-Y 254.94
0.0102
DL+W IND-Y
0
0.0102
DL+W IND-Y
0
Middle
5.1055
D L+W IND-Y 254.94
0.0102
DL+W IND-Y
0
0.0102
DL+W IND-Y
0
14.9736 DL+WIND-Y 254.94
0.0102 DL+WIND-Y
0
0.0102
DL+WIND-Y
0
8.2101
DL+W IND-Y 254.94
0.0002
DL+W IND-Y
0
0.0002
DL+W IND-Y
0
4.9473
D L+W IND-Y 254.94
0.0002
DL+W IND-Y
0
0.0002
DL+W IND-Y
0
0.0002 DL+WIND-Y
0
0.0002
DL+WIND-Y
0
End-J End-I Middle End-J End-I
14.8154 DL+WIND-Y 254.94 8.2175
DL+WIND-Y 254.94
4.2E-06 DL+WIND-Y
0
4.2E-06
DL+WIND-Y
0
4.94
DL+W IND-Y 254.94
4.2E-06 DL+W IND-Y
0
4.2E-06
DL+W IND-Y
0
End-J
14.8081 DL+WIND-Y 254.94
4.2E-06 DL+WIND-Y
0
4.2E-06
DL+WIND-Y
0
End-I
8.2224
DL+W IND-Y 254.94
0.0003
DL+W IND-Y
0
0.0003
DL+W IND-Y
0
4.935
DL+W IND-Y 254.94
0.0003
DL+W IND-Y
0
0.0003
DL+W IND-Y
0
14.8031 DL+WIND-Y 254.94
0.0003 DL+WIND-Y
0
0.0003
DL+WIND-Y
0
8.2313
DL+W IND-Y 254.94
0.0008
DL+W IND-Y
0
0.0008
DL+W IND-Y
0
4.9262
D L+W IND-Y 254.94
0.0008
DL+W IND-Y
0
0.0008
DL+W IND-Y
0
14.7942 DL+WIND-Y 254.94
0.0008 DL+WIND-Y
0
0.0008
DL+WIND-Y
0
8.3745
DL+W IND-Y 254.94
0.0042
DL+W IND-Y
0
0.0042
DL+W IND-Y
0
Middle
4.7829
D L+W IND-Y 254.94
0.0042
DL+W IND-Y
0
0.0042
DL+W IND-Y
0
End-J
14.651
DL+W IND-Y 254.94
0.0042
DL+W IND-Y
0
0.0042
DL+W IND-Y
0
End-I
1.0645
DL+W IND-Y 254.94
0.0319
DL+W IND-Y
0
0.0319
DL+W IND-Y
0
Middle
2.6195
D L+W IND-Y 254.94
0.0319
DL+W IND-Y
0
0.0319
DL+W IND-Y
0
Middle
Middle End-J End-I Middle End-J End-I
Page 113 of 122
Design Data
Label
B334
B335
B335
B335
B336
B336
B336
B337
B337
B337
B340
B340
B340
B341
B341
B341
B342
B342
B342
B343 B343
Story
9/19/2015
Section Location
Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3#
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
End-J
5.3825
DL+W IND-Y 254.94
0.0319
DL+W IND-Y
0
0.0319
DL+W IND-Y
0
End-I
2.053
DL+W IND-Y 254.94
0.0093
DL+W IND-Y
0
0.0093
DL+W IND-Y
0
Middle
1.631
DL+W IND-Y 254.94
0.0093
DL+W IND-Y
0
0.0093
DL+W IND-Y
0
End-J
4.394
DL+W IND-Y 254.94
0.0093
DL+W IND-Y
0
0.0093
DL+W IND-Y
0
End-I
2.2266
DL+W IND-Y 254.94
0.0128
DL+W IND-Y
0
0.0128
DL+W IND-Y
0
Middle
1.4574
D L+W IND-Y 254.94
0.0128
DL+W IND-Y
0
0.0128
DL+W IND-Y
0
End-J
4.2205
DL+W IND-Y 254.94
0.0128
DL+W IND-Y
0
0.0128
DL+W IND-Y
0
End-I
2.3333
DL+W IND-Y 254.94
0.0378
DL+W IND-Y
0
0.0378
DL+W IND-Y
0
Middle
1.3507
D L+W IND-Y 254.94
0.0378
DL+W IND-Y
0
0.0378
DL+W IND-Y
0
End-J
4.1137
DL+W IND-Y 254.94
0.0378
DL+W IND-Y
0
0.0378
DL+W IND-Y
0
End-I
1.214
DL+WIND-Y 254.94
0.039
DL+WIND-Y
0
0.039
DL+WIND-Y
0
Middle
2.4701
DL+W IND-Y 254.94
0.039
DL+W IND-Y
0
0.039
DL+W IND-Y
0
End-J
5.2331
DL+W IND-Y 254.94
0.039
D L+W IND-Y
0
0.039
DL+W IND-Y
0
End-I
2.1207
DL+W IND-Y 254.94
0.0169
DL+W IND-Y
0
0.0169
DL+W IND-Y
0
Middle
1.5634
D L+W IND-Y 254.94
0.0169
DL+W IND-Y
0
0.0169
DL+W IND-Y
0
End-J
4.3264
DL+W IND-Y 254.94
0.0169
DL+W IND-Y
0
0.0169
DL+W IND-Y
0
End-I
2.15
DL+WIND-Y 254.94
0.0218
DL+WIND-Y
0
0.0218
DL+WIND-Y
0
Middle
1.534
DL+W IND-Y 254.94
0.0218
DL+W IND-Y
0
0.0218
DL+W IND-Y
0
End-J
4.297
DL+W IND-Y 254.94
0.0218
DL+W IND-Y
0
0.0218
DL+W IND-Y
0
End-I
2.3233
DL+W IND-Y 254.94
0.0687
DL+W IND-Y
0
0.0687
DL+W IND-Y
0
Middle
1.3607
D L+W IND-Y 254.94
0.0687
DL+W IND-Y
0
0.0687
DL+W IND-Y
0
Page 114 of 122
Design Data
Label
Story
9/19/2015
Section Location
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
V kN
12T/B] B343
B351
B351
B351
B352
B352
B352
B357
B357
B357
B358
B358
B341 B409 B409 B410 B410 B410 B415 B415 B415 B420 B420 B420
Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Plinth 350x230[3# 12T/B] Tie T3-Strap 350x230[3# 12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B] Strap350x2 T3-Strap 30[3#12T/B]
End-J
4.1237
0.0687
DL+W IND-Y
0
0.0687
DL+W IND-Y
0
End-I
101.2861
DL+LL+EQ+ X
0.1079
DL+WIND-Y
0
0.1079
DL+WIND-Y
0
Middle
102.7105
DL+LL+EQ+ 668.01 X
0.1079
DL+WIND-Y
0
0.1079
DL+WIND-Y
0
End-J
103.5314
DL+LL+EQ+ 603.15 X
0.1079
DL+WIND-Y
0
0.1079
DL+WIND-Y
0
End-I
102.542
DL+LL+EQ+ 589.56 X
0.0693
DL+WIND-Y
0
0.0693
DL+WIND-Y
0
Middle
101.7212
DL+LL+EQ+ 654.49 X
0.0693
DL+WIND-Y
0
0.0693
DL+WIND-Y
0
End-J
102.2754
DL+LL+EQ+ 587.29 X
0.0693
DL+WIND-Y
0
0.0693
DL+WIND-Y
0
End-I
103.7876
DL+LL+EQ+ 594.33 Y
0.0164
DL+WIND-Y
0
0.0164
DL+WIND-Y
0
Middle
102.9668
DL+LL 6 59.45 EQ+X
0.0164
DL+WIND-Y
0
0.0164
DL+WIND-Y
0
End-J
101.5048
DL+EQ+Y
5 74.58
0.0164
DL+W IND-Y
0
0.0164
DL+W IND-Y
0
End-I
101.823
DL+EQ+Y
578.11
0.0251
DL+W IND-Y
0
0.0251
DL+W IND-Y
0
Middle
102.6842
DL+LL 6 58.49 EQ+X
0.0251
DL+WIND-Y
0
0.0251
DL+WIND-Y
0
End-I
2.0788
DL+W IND-Y 254.94
0.0086
DL+W IND-Y
0
0.0086
DL+W IND-Y
0
676.24
0.2048
DL+WIND-Y
0
0.2048
DL+WIND-Y
0
595.87
0.2048
DL+WIND-Y
0
0.2048
DL+WIND-Y
0
595.41
0.219
DL+WIND-Y
0
0.219
DL+WIND-Y
0
679.68
0.219
DL+WIND-Y
0
0.219
DL+WIND-Y
0
614.82
0.219
DL+WIND-Y
0
0.219
DL+WIND-Y
0
5 79.89
0.0485
DL+WIND-Y
0
0.0485
DL+WIND-Y
0
6 65.75
0.0485
DL+WIND-Y
0
0.0485
DL+WIND-Y
0
6 00.89
0.0485
DL+WIND-Y
0
0.0485
DL+WIND-Y
0
2.4873
DL+W IND-Y 254.94
0.0107
DL+W IND-Y
0
0.0107
DL+W IND-Y
0
Middle
1.1967
D L+W IND-Y 254.94
0.0107
DL+W IND-Y
0
0.0107
DL+W IND-Y
0
End-J
3.9597
DL+W IND-Y 254.94
0.0107
DL+W IND-Y
0
0.0107
DL+W IND-Y
0
Middle End-J End-I Middle End-J End-I Middle End-J End-I
DL+W IND-Y 254.94
DL+LL+EQ+ Y DL+LL+EQ+ 101.4992 Y DL+LL+EQ+ 101.2706 Y DL+LL+EQ+ 102.726 Y DL+LL+EQ+ 103.5469 Y DL+LL101.5492 EQ+X DL+LL103.1909 EQ+X DL+LL104.0118 EQ+X 102.4974
584
Page 115 of 122
Design Data
Label
Story
B421
T3-Strap
B421 B421 B422 B422 B422
9/19/2015
Section Location
Strap350x2 End-I 30[3#12T/B] Strap350x2 T3-Strap Middle 30[3#12T/B] Strap350x2 T3-Strap End-J 30[3#12T/B] Strap350x2 T3-Strap End-I 30[3#12T/B] Strap350x2 T3-Strap Middle 30[3#12T/B] Strap350x2 T3-Strap End-J 30[3#12T/B]
V kN
At As At T for At T Combo Torsio T for As V Combo T Combo As Torsion n mm² /m kN-m At kN-m mm² mm² /m
2.7309
DL+W IND-Y 254.94
0.0176
DL+W IND-Y
0
0.0176
DL+W IND-Y
0
0.9532
D L+W IND-Y 254.94
0.0176
DL+W IND-Y
0
0.0176
DL+W IND-Y
0
3.7162
DL+W IND-Y 254.94
0.0176
DL+W IND-Y
0
0.0176
DL+W IND-Y
0
2.7678
DL+W IND-Y 254.94
0.0246
DL+W IND-Y
0
0.0246
DL+W IND-Y
0
0.9162
D L+W IND-Y 254.94
0.0246
DL+W IND-Y
0
0.0246
DL+W IND-Y
0
3.6792
DL+W IND-Y 254.94
0.0246
DL+W IND-Y
0
0.0246
DL+W IND-Y
0
6.3 Steel Connection Design Table 6.11 - Steel Connection Design Preferences for Vertical Plate (Partial) Preference
Value
Offset, G (mm)
12.5
Offset, Gt (mm)
25
Length, a (mm)
62.5
Length, Leh (mm)
37.5
Length, Lev (mm)
37.5
Coping Depth, dct (mm)
50
Coping Depth, dcb (mm)
50
Bolt Spacing, S (mm)
75
Bolt Types
A325-N
Bolt Size
M32
Hole Types
STD
Weld Material
E70XX
Plate Materi al
A992Fy50
Plate Thickness, T (mm)
9.4
Table 6.12 - Steel Connection Design Preferences for Vertical Plate (Full) Preference
Value
Offset, G (mm)
12.5
Offset, Gt (mm)
25
Length, a (mm)
62.5
Length, Leh (mm)
37.5
Length, Lev (mm)
37.5
Coping Depth, dct (mm)
50
Coping Depth, dcb (mm)
50
Bolt Spacing, S (mm)
75
Bolt Types
A325-N
Bolt Size
M25
Hole Types
STD
Weld Material
E70XX
Plate Material
Fe345
Plate Thickness, T (mm)
20
Table 6.13 - Steel Connection Design Preferences for Horizontal Plate Preference
Value
Offset, G (mm)
12.5
Offset, Gt (mm)
25
Page 116 of 122
Design Data
9/19/2015
Preference
Value
Length, a (mm)
62.5
Length, Leh (mm)
37.5
Length, Lev (mm)
37.5
Coping Depth, dct (mm)
50
Coping Depth, dcb (mm)
50
Bolt Spacing, S (mm)
75
Bolt Types
A325-N
Bolt Size
M32
Hole Types
STD
Weld Material
E70XX
Plate Material
Fe345
Plate Thickness, T (mm)
18
Table 6.14 - Steel Connection Design Preferences for Beam Column Shear Major Axis Preference
Value
Offset, G (mm)
12.5
Length, a (mm)
62.5
Length, Leh (mm)
37.5
Length, Lev (mm)
37.5
Bolt Spacing, S (mm)
75
Bolt Types
A325-N
Bolt Size
M20
Hole Types
STD
Weld Material
E70XX
Weld Thickness, [1/16]D (mm)
5
Plate Material
Fe345
Plate Thickness, T (mm)
20
Table 6.15 - Steel Connection Design Preferences for Beam Column Shear Minor Axis Preference
Value
Offset, G (mm)
12.5
Length, a (mm)
62.5
Length, Leh (mm)
37.5
Length, Lev (mm)
37.5
Number of Bolt Column, N
1 column
Bolt Column Gap, g (mm)
75
Bolt Spacing, S (mm)
75
Use Stiffner
False
Bolt Types
A325-N
Bolt Size
M32
Hole Types
STD
Weld Material
E70XX
Plate Material
Fe345
Plate Thick ness, T (mm)
16
Table 6.16 - Steel Connection Design Preferences for Beam Column Moment Major Axis Preference
Value
Length, a (mm)
62.5
Length, Leh (mm)
37.5
Length, Lev (mm)
37.5
Bolt Spacing, S (mm)
75
Bolt Types
A325-N
Bolt Size
M32
Hole Types
STD
Page 117 of 122
Design Data
9/19/2015
Preference
Value
Weld Material
E70XX
Plate Material
Fe345
Plat Plate e Thic Thickne kness ss,, T (mm) (mm)
12.5 12.5
Table 6.17 - Steel Connection Design Preferences for Beam Column Moment Minor Axis Preference
Value
Length, a (mm)
62.5
Length, Leh (mm)
37.5
Length, Lev (mm)
37.5
Number Number of Bolt Bolt Column Column,, N
1 column column
Bolt Column Gap, g (mm)
75
Bolt Spacing, S (mm)
75
Use Stiffner
False
Bolt Types
A325-N
Bolt Size
M32
Hole Types
STD
Weld Material
E70XX
Plate Material
Fe345
Plate Thick ne ness, T (mm)
16
Table 6.18 - Steel Connection Connection Design Preferences for Column Footing Preferences Preferences Preference
Value
Plat Plate e Thic Thickn knes ess, s, T (mm) mm)
20
Min Min Widt Width, h, Nmin min (mm) (mm)
350 350
Min Min Heig Height ht,, Bmin Bmin (mm) (mm)
350 350
Anchor Rod Size Size
M20
Embedment Length, hef (mm)
450
Plate Material
Fe345
Anchor Rod Material Material [ASTM] Anchor Rod Heads Heads and Nuts
F1554 Gr 36 Heavy Hex
Weld Material
E70XX
Pedestal Materi al al
M20
Widt Width h Incr Increm emen ent, t, dN (mm) (mm)
25
Heig Height ht Incr Increm emen ent, t, dB (mm) (mm)
25
Max Max Width Width,, Nmax Nmax (mm) (mm)
2500 2500
Max Max Heig Height ht,, Bmax Bmax (mm) (mm)
2500 2500
Offset, Leh (mm)
62.5
Offset, Lev (mm)
62.5
Offset, a (mm)
50
Offset, b (mm)
50
Bolt Bolts s Clea Cleara ranc nce, e, c (mm) (mm)
37.5 37.5
ETABS 2015 Ultimate 32-bit 15 .0.0 Build 1221 (Analysis Build 9340/32) File: E:\STAAD Class\Chainlin...d Warehouse-Dhulikhel Hospital-September 14.LOG BEGIN ANALYSIS
2015/09/19 17 17:46:34
RUNNING ANALYSIS AS A SEPARATE PROCESS USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION) NUMBER OF JOINTS WITH RESTRAINTS
= =
3020 52 Page Page 118 118 of 122 122
Design Data
9/19/2015
WITH MASS
=
WITH SPRINGS
2865 2865 =
2816
NUMBER OF FRAME/CABLE/TENDON ELEMENTS NUMBER OF SHELL ELEMENTS
=
=
NUMBER OF CONSTRAINTS/WELDS
9600
=
NUMBER OF LOAD PATTERNS
1671
2493
NUMBE MBER OF LINK INK/SU /SUPPORT ELEMEN MENTS
24
=
13
NUMBER OF ACCELERATION LOADS NUMBER OF LOAD CASES
=
= =
6 9
ELEMENT FORMATION
17:46:34 17:46:34
NUMBER OF COUPLED CONSTRAINT EQUATIONS
=
0
LINEAR EQUATION SOLUTION
17:46:35
FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF EQUILIBRIUM EQUATIONS NUMBER OF NON-ZERO STIFFNESS TERMS
= =
NUMBER OF EIGENVALUES BELOW SHIFT
17502 446790
=
LINEAR STATIC CASES
0 17:46:35
USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF CASES TO SOLVE
=
NUMBER OF CASES TO SOLVE PER BLOCK
5 =
5
LINEAR STATIC CASES TO BE SOLVED: CASE: ~LLRF CASE: DEAD CASE: LIVE CASE: WIND+Y CASE: WIND-Y CENTER OF RIGIDITY ANALYSIS
17:46:36
CASE: ~CENTER OF RIGIDITY USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF LOADS Solving loads:
=
1 to
9
9
NUMBER OF LOADS SAVED
=
9
MULTI-STEP LINEAR STATIC ANALYSIS
17:46:36 17:46:36
CASE: EQ+X USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF LOAD STEPS Solving load steps:
1 to
=
3
3
NUMBER OF OUTPUT STEPS SAVED
=
3
MULTI-STEP LINEAR STATIC ANALYSIS
17:46:37 17:46:37
CASE: EQ+Y USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF LOAD STEPS Solving load steps:
1 to
=
3
3 Page Page 119 119 of 122 122
Design Data
9/19/2015
NUMBER OF OUTPUT STEPS SAVED
=
3
EIGEN MODAL ANALYSIS
17:46:37
CASE: MODAL USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF STIFFNESS DEGREES OF FREEDOM = NUMBER OF MASS DEGREES OF FREEDOM
17502
=
5633
MAXIMUM NUMBER OF EIGEN MODES SOUGHT
=
40
MINIMUM NUMBER OF EIGEN MODES SOUGHT
=
1
NUMBER OF RESIDUAL-MASS MODES SOUGHT NUMBER OF SUBSPACE VECTORS USED
=
=
0 24
RELATIVE CONVERGENCE TOLERANCE
=
1.00E-09
FREQUENCY SHIFT (CENTER) (CYC/TIME)
=
.000000
FREQUENCY FREQUENCY CUTOFF (RADIUS) (RADIUS) (CYC/TIME) (CYC/TIME) ALLOW AUTOMATIC FREQUENCY SHIFTING
= -INFINITY-INFINITY=
Original Original stiffness stiffness at shift : EV= 0.0000000E+00 0.0000000E+00,, f= f= Number of eigenvalues eigenvalues below shift shift =
YES .000000, .000000, T= T= -INFINITY-INFINITY-
0
Found mode
1 of
40: EV= 3.8799223E+01, f= 0.991361, T=
1.008715
Found mode
2 of
40: EV= 5.6811711E+01, f= 1.199607, T=
0.833606
Found mode
3 of
40: EV= 6.5012229E+01, f= 1.283269, T=
0.779260
Found mode
4 of
40: EV= 1.5167717E+02, f= 1.960109, T=
0.510176
Found mode
5 of
40: EV= 1.9472246E+02, f= 2.220896, T=
0.450269
Found mode
6 of
40: EV= 2.4029972E+02, f= 2.467157, T=
0.405325
Found Found mode mode
7 of
40: EV= 2.79039 2.7903939E 39E+02, +02, f= 2.6585 2.658599, 99, T= 0.3761 0.376138 38
Found mode
8 of
40: EV= 2.9845553E+02, f= 2.749539, T=
0.363697
Found mode
9 of
40: EV= 3.7791752E+02, f= 3.093988, T=
0.323207
Found mode
10 of
40: EV= 8.0946475E+02 8.0946475E+02,, f= 4.528132, 4.528132, T= 0.220842 0.220842
Found mode
11 of
40: EV= 9.5050108E+02, f= 4.906778, T=
0.203800
Found mode
12 of
40: EV= 1.2232168E+03, f= 5.566367, T=
0.179650
Found mode
13 of
40: EV= 1.4103560E+03, f= 5.977017, T=
0.167308
Found mode
14 of
40: EV= 1.7863515E+03, f= 6.726724, T=
0.148661
Found mode
15 of
40: EV= 2.5596501E+03, f= 8.052124, T=
0.124191
Found mode
16 of
40: EV= 2.7336116E+0 2.7336116E+03, 3, f=
8.321249, 8.321249, T=
0.120174 0.120174
Found mode
17 of
40: EV= 2.9019520E+03, f= 8.573640, T=
0.116637
Found mode
18 of
40: EV= 2.9084565E+03, f= 8.583243, T=
0.116506
Found mode
19 of
40: EV= 2.9720727E+0 2.9720727E+03, 3, f= 8.676605, 8.676605, T=
0.115252 0.115252
Found mode
20 of
40: EV= 3.2698554E+03, f= 9.100901, T=
0.109879
Found mode
21 of
40: EV= 3.3019510E+03, f= 9.145458, T=
0.109344
Found mode
22 of
40: EV= 3.5764378E+03, f= 9.517995, T=
0.105064
Found mode
23 of
40: EV= 3.8062650E+03, f= 9.819054, T=
0.101843
Found mode
24 of
40: EV= 3.8238349E+03, f= 9.841690, T=
0.101609
Found mode
25 of
40: EV= 4.2639728E+03, f= 10.392675, T=
Found Found mode mode
26 of
40: EV= 4.42576 4.4257613E 13E+03, +03, f= 10.5880 10.588005, 05, T= 0.0944 0.094447 47
Found mode
27 of
40: EV= 4.8605226E+03, f= 11.095877, T= Page Page 120 120 of 122 122
0.096222 0.090124
Design Data
9/19/2015
Found mode
28 of
40: EV= 5.6376368E+03, f= 11.950021, T=
Found mode
29 of
40: EV= 6.3118922E+03, f= 12.644449, T= 0.079086
Found mode
30 of
40: EV= 6.6362290E+03, f= 12.965248, T=
0.077129
Found mode
31 of
40: EV= 7.9945015E+03, f= 14.230358, T=
0.070272
Found mode
32 of
40: EV= 8.6030896E+03, f= 14.762073, T=
0.067741
Found mode
33 of
40: EV= 8.8032895E+03, f= 14.932847, T=
0.066966
Found mode
34 of
40: EV= 9.6493782E+03, f= 15.633989, T=
0.063963
Found mode
35 of
40: EV= 1.0426553E+04, f= 16.251390, T=
0.061533
Found mode
36 of
40: EV= 1.0783437E+04, f= 16.527179, T=
0.060506
Found mode
37 of
40: EV= 1.1336259E+04, f= 16.945525, T=
0.059013
Found mode
38 of
40: EV= 1.2100468E+04, f= 17.507382, T=
0.057119
Found mode
39 of
40: EV= 1.2728672E+04, f= 17.956086, T=
0.055691
Forming stiffness, new shift: EV= 1.3894405E+04, f= 18.760314, T= Number of eigenvalues below shift = Found mode
40 of
0.083682
0.053304
39
40: EV= 1.4625690E+04, f= 19.247676, T=
NUMBER OF EIGEN MODES FOUND
=
NUMBER OF ITERATIONS PERFORMED NUMBER OF STIFFNESS SHIFTS
0.051954
40 =
=
38 1
ANALYSIS COMPLETE
2015/09/19 17:47:33
ETABS 2015 Ultimate 32-bit 15.0. 0 Build 1221 (Analysis Build 9340/32) File: E:\STAAD Class\Chainlin...d Warehouse-Dhulikhel Hospital-September 14.LOG BEGIN ANALYSIS
2015/09/19 17:47:38
RUNNING ANALYSIS AS A SEPARATE PROCESS USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION) NUMBER OF JOINTS
=
3020
WITH RESTRAINTS
=
52
WITH MASS WITH SPRINGS
=
2865 =
2816
NUMBER OF FRAME/CABLE/TENDON ELEMENTS NUMBER OF SHELL ELEMENTS
=
=
NUMBER OF CONSTRAINTS/WELDS
9600
=
NUMBER OF LOAD PATTERNS
24
=
NUMBER OF ACCELERATION LOADS
13 =
=
1671
2493
NUMBER OF LINK/SUPPORT ELEMENTS
NUMBER OF LOAD CASES
=
6 9
ELEMENT FORMATION
17:47:38
NUMBER OF COUPLED CONSTRAINT EQUATIONS
=
0
LINEAR EQUATION SOLUTION
17:47:38
FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF EQUILIBRIUM EQUATIONS NUMBER OF NON-ZERO STIFFNESS TERMS NUMBER OF EIGENVALUES BELOW SHIFT
= =
=
17502 446790 0
MULTI-STEP LINEAR STATIC ANALYSIS
17:47:39
Page 121 of 122
Design Data
9/19/2015
CASE: EQ+X USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF LOAD STEPS Solving load steps:
1 to
=
3
3
NUMBER OF OUTPUT STEPS SAVED
=
3
MULTI-STEP LINEAR STATIC ANALYSIS
17:47:40
CASE: EQ+Y USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF LOAD STEPS Solving load steps:
1 to
=
3
3
NUMBER OF OUTPUT STEPS SAVED ANALYSIS COMPLETE
=
3 2015/09/19 17:47:40
Page 122 of 122
ETABS 2015 15.0.0
License #*1VJV25XX9HNDGER
Story Response - Maximum Story Displacement Summ ary Description This is story response output for a specified range of stories and a selected load case or load combination.
Input Data Name
StoryResp1
Display Type
Max story displ
Story Range
All Stories
Load Case
EQ+X
T op Story
Story5
Output T ype
Max
Bottom Story
Foundation
Plot
Tabulated Plot Coordinates Story Res ponse Values
ETABS 2015 15.0.0
License #*1VJV25XX9HNDGER
m
mm
mm
T op
115.3
0.6
Story5
11.939
Story4
10.307
T op
101.4
10.9
Story3
8.7
T op
62
0.6
Story2
8.215
T op
31.1
0.6
Story1
5.4
T op
10.4
4.669E-02
Base
2.1
T op
0.7
1.094E-02
Strap
1
T op
0.2
1.652E-03
Foundation
0
T op
0
0
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Story Response - Maximum Story Displacement Summ ary Description Thi s is story response o utput for a speci fied range of stories and a selected load ca se o r load combination.
Input Data Name
StoryResp1
Display Type
Max story displ
Story Range
All Stories
Load Case
EQ+X
Top Story
Story5
Output Type
Step Number 1
Bottom Story
Foundation
Plot
Warehouse-Hetauda.EDB
Page 1 of 2
7/ 22/ 2015
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Tabulated Plot Coordinates Story Response V alues Story
Elevation
Location
m
X- Dir
Y- Dir
mm
mm
Story5
13.714
Top
10.1
0.2
Story4
11.303
Top
9.9
0.5
Story3
9.63
Top
8.5
0.6
Story2
9.4
Top
9.7
0.6
Story1
6.1
Top
3.6
0.3
Base
2.8
Top
0.3
2.609E-03
Strap
1
Top
0.1
3.503E-03
Foundation
0
Top
0
0
Warehouse-Hetauda.EDB
Page 2 of 2
7/ 22/ 2015
ETABS 2015 15.0.0
License #*1VJV25XX9HNDGER
Story Response - Maximum Story Displacement Summ ary Description This is story response output for a specified range of stories and a selected load case or load combination.
Input Data Name
StoryResp1
Display Type
Max story displ
Story Range
All Stories
Load Case
EQ+Y
T op Story
Story5
Output T ype
Max
Bottom Story
Foundation
Plot
Tabulated Plot Coordinates Story Res ponse Values
ETABS 2015 15.0.0
License #*1VJV25XX9HNDGER
m T op
mm
mm
0.1
40.2
Story5
11.939
Story4
10.307
T op
4.1
83.7
Story3
8.7
T op
0.1
20.5
Story2
8.215
T op
4.656E-02
19.9
Story1
5.4
T op
1.307E-02
7.3
Base
2.1
T op
1.229E-02
0.3
Strap
1
T op
4.523E-03
0.1
Foundation
0
T op
0
0
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Story Response - Maximum Story Displacement Summ ary Description Thi s is story response o utput for a speci fied range of stories and a selected load ca se o r load combination.
Input Data Name
StoryResp1
Display Type
Max story displ
Story Range
All Stories
Load Case
EQ+Y
Top Story
Story5
Output Type
Step Number 1
Bottom Story
Foundation
Plot
Warehouse-Hetauda.EDB
Page 1 of 2
7/ 22/ 2015
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Tabulated Plot Coordinates Story Response V alues Story
Elevation
Location
m
X- Dir
Y- Dir
mm
mm
Story5
13.714
Top
0.2
8.9
Story4
11.303
Top
0.1
9
Story3
9.63
Top
0.2
8.9
Story2
9.4
Top
0.1
8.5
Story1
6.1
Top
0.1
4.5
Base
2.8
Top
5.882E-04
0.4
Strap
1
Top
7.114E-04
0.1
Foundation
0
Top
0
0
Warehouse-Hetauda.EDB
Page 2 of 2
7/ 22/ 2015
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Story Response - Auto Lateral Load to Stories Summ ary Description Thi s is story response o utput for a speci fied range of stories and a selected load ca se o r load combination.
Input Data Name
StoryResp1
Di spl ay T ype
Auto lateral loads to stori es
Story Range
All Stories
Load Pattern
EQ+X
Top Story
Story5
Load Set
3
Bottom Story
Foundation
Plot
Warehouse-Hetauda.EDB
Page 1 of 2
7/ 22/ 2015
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Tabulated Plot Coordinates Story Response V alues Story
Elevation
Location
m
X- Dir
Y- Dir
kN
kN
Story5
13.714
Top
99.7383
0
Story4
11.303
Top
129.5334
0
Story3
9.63
Top
61.7044
0
Story2
9.4
Top
170.139
0
Story1
6.1
Top
157.8579
0
Base
2.8
Top
0
0
Strap
1
Top
0
0
Foundation
0
Top
0
0
Warehouse-Hetauda.EDB
Page 2 of 2
7/ 22/ 2015
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Story Response - Auto Lateral Load to Stories Summ ary Description Thi s is story response o utput for a speci fied range of stories and a selected load ca se o r load combination.
Input Data Name
StoryResp1
Di spl ay T ype
Auto lateral loads to stori es
Story Range
All Stories
Load Pattern
EQ+Y
Top Story
Story5
Load Set
3
Bottom Story
Foundation
Plot
Warehouse-Hetauda.EDB
Page 1 of 2
7/ 22/ 2015
ETABS 2015 15.0.0
License #*18ZV5MMWZZU9NLD
Tabulated Plot Coordinates Story Response V alues Story
Elevation
Location
m
X- Dir
Y- Dir
kN
kN
Story5
13.714
Top
0
99.7383
Story4
11.303
Top
0
129.5334
Story3
9.63
Top
0
61.7044
Story2
9.4
Top
0
170.139
Story1
6.1
Top
0
157.8579
Base
2.8
Top
0
0
Strap
1
Top
0
0
Foundation
0
Top
0
0
Warehouse-Hetauda.EDB
Page 2 of 2
7/ 22/ 2015
f y = 100 500 Design of Iso. Footing q0 =(KN/m2) Disaster Preparedness- Warehouse- Dhulikhel Hospital
f ck =
Pb =
20
Mx,
My, KNm from ETABS ETABS
mm 1
37 300 300
75
Ixx
Iyy
Ixy
Revis ed L along XX
4
m
4
m
4
m
m
Spaci
ck for Four Corner Point Base pressure check Revis Revised Base long ng ed B qu = Pressu One g long short Ixy2)+Y*(Mx*Iy-My*Ixy)/(Ix*Iy-Ixy2) way along Pu/(Lx re spa short YY Check shea B)
of Lw mm mm
Clear Cover
Spacin
P from KNm JOI bw Lw terms u ETABS from NT
1 300 300
0.96 2.4
Bw in
No
2
m KN/m
KN
KNm
KNm
236.6
-6.753
6.9949 0.782
0.782
1.563 1.75
1.75
1 (-X/2, -
2 (X/2, -
2
2
KN/m
KN/m
3 (X/2, Y/2) 2
KN/m
4 (-X/2, 2
KN/m
span New D n KN/m mm mm 2
span mm
span mm
7 7.2 6
7 7.1 70
61 .8 69
77 .35 0
9 2.65 1 OK
200
8
125
8
675 325
1
476.09
-10.34
1.7942 2.332
2.332
4.664 2.30
2.30
90
9 1.4 05
84 .0 17
88 .59 5
9 5.98 3 OK
275
10
150
10
1907 300 300
1
231.65
-7.119 -6.4583 0.782
0.782
1.563 1.75
1.75
7 5.6 4
8 0.7 07
74 .9 00
70 .57 3
7 6.38 0 OK
200
8
125
8
675
1932 300 300
1
480.54
-10.37 -1.6441 2.332
2.332
4.664 2.30
2.30
9 0.8 4
9 2.8 15
86 .5 35
88 .86 5
9 5.14 5 OK
275
10
150
10
325
2207 300 300
1
483.78
-10.49 -0.5338 2.332
2.332
4.664 2.30
2.30
9 1.4 5
9 3.2 62
86 .5 40
89 .63 8
9 6.36 0 OK
275
10
125
10
275
2357 300 300
1
489.77
-10.53 -0.0347 2.332
2.332
4.664 2.30
2.30
9 2.5 8
9 4.3 17
87 .4 02
90 .84 3
9 7.75 8 OK
275
10
125
10
275 325
2507 300 300
1
482.83
-10.47
0.494 2.332
2.332
4.664 2.30
2.30
9 1.2 7
9 2.9 11
85 .8 61
89 .62 9
9 6.67 9 OK
275
10
150
10
6 300 300
1
269.65 6.8826
6.7301 0.782
0.782
1.563 1.75
1.75
8 8.0 5
8 2.9 70
88 .2 21
93 .13 0
8 7.87 9 OK
225
8
125
8
525
7 300 300
1
486.88 10.294
1.7089 2.332
2.332
4.664 2.30
2.30
9 2.0 4
9 0.0 67
96 .2 73
94 .01 3
8 7.80 7 OK
275
10
125
10
275
8 300 300
1
491.83 10.485
0.5018 2.332
2.332
4.664 2.30
2.30
9 2.9 7
9 1.1 64
97 .8 93
94 .77 6
8 8.04 7 OK
275
10
125
10
275
9 300 300
1
499.08 10.562
-0.0161 2.332
2.332
4.664 2.30
2.30
9 4.3 4
9 2.6 07
99 .5 56
96 .07 3
8 9.12 4 OK
275
10
125
10
275
10 300 300
1
492.63 10.505
-0.5193 2.332
2.332
4.664 2.30
2.30
9 3.1 3
9 1.4 89
98 .5 66
94 .77 1
8 7.69 4 OK
275
10
125
10
275
11 300 300
1
490.43
10.34 -1.6311 2.332
2.332
4.664 2.30
2.30
9 2.7 1
9 1.2 78
98 .6 13
94 .14 2
8 6.80 7 OK
275
10
125
10
275
12 300 300
1
247.46 7.2467
-6.4399 0.782
0.782
1.563 1.75
1.75 8 0.8
8 0.4 99
96 .1 23
81 .10 1
6 5.47 7 OK
200
8
125
8
675
13 300 300
1
480.48 1.7255
9.7886 2.332
2.332
4.664 2.30
2.30
9 0.8 3
8 8.9 37
86 .8 54
92 .72 3
9 4.80 6 OK
275
10
150
10
325
14 300 300
1
721.14 3.3442
3.324 4.766
4.766
9.532 2.75
2.75
9 5.3 6
9 4.7 19
95 .3 66
96 .00 1
9 5.35 4 OK
325
10
100
10
150
15 300 300
1
703.7 3.4336
1.0031 4.766
4.766
9.532 2.75
2.75
9 3.0 5
9 2.6 23
93 .7 51
93 .47 7
9 2.34 9 OK
325
10
100
10
150
17 300 300
1
705.56 3.4688
-0.0139 4.766
4.766
9.532 2.75
2.75 9 3.3
9 2.9 68
94 .3 05
93 .63 2
9 2.29 5 OK
325
10
100
10
150
18 300 300
1
3.4448
-1.0378 4.766
4.766
9.532 2.75
2.75
9 3.0 5
9 2.8 19
94 .3 43
93 .28 1
9 1.75 7 OK
325
10
100
10
150
19 300 300
1
720.58 3.3701
-3.4013 4.766
4.766
9.532 2.75
2.75
9 5.2 8
9 5.2 83
97 .2 34
95 .27 7
9 3.32 6 OK
325
10
100
10
150
20 300 300
1
449.69 1.8928
-9.9223 2.332
2.332
4.664 2.30
2.30
8 5.0 1
8 6.3 30
90 .8 36
83 .69 0
7 9.18 4 OK
275
10
150
10
325
21 300 300
1
460.64
-0.017
9.4676 2.332
2.332
4.664 2.30
2.30
8 7.0 8
8 5.5 26
82 .4 03
88 .63 4
9 1.75 7 OK
275
10
150
10
325
22 300 300
1
681
-0.007
3.1803 4.766
4.766
9.532 2.75
2.75
9 0.0 5
8 9.7 45
89 .1 30
90 .35 5
9 0.97 0 OK
325
10
100
10
150
23 300 300
1
6 64 .0 3 0 .0 14 9
0 .9 6 4.766
4.766
9.532 2.75
2.75
8 7.8 1
8 7.7 16
87 .5 37
87 .90 4
8 8.08 3 OK
325
10
125
10
175
24 300 300
1
667.07 0.0222
-0.0174 4.766
4.766
9.532 2.75
2.75
8 8.2 1
8 8.2 10
88 .2 21
88 .21 0
8 8.19 9 OK
325
10
125
10
175
25 300 300
1
664.22 0.0185
-1.001 4.766
4.766
9.532 2.75
2.75
8 7.8 3
8 7.9 24
88 .1 24
87 .73 6
8 7.53 6 OK
325
10
125
10
175
703.7
26 300 300
1
680.35 0.0038
-3.2649 4.766
4.766
9.532 2.75
2.75
8 9.9 6
9 0.2 74
90 .9 03
89 .64 6
8 9.01 7 OK
325
10
100
10
150
27 300 300
1
436.59 0.0434
-9.6194 2.332
2.332
4.664 2.30
2.30
8 2.5 3
8 4.1 04
87 .2 95
80 .95 6
7 7.76 5 OK
275
10
150
10
375
28 300 300
1
457.02
-1.71
9.8 2.332 2.332
4.664 2.30
2.30
8 6.3 9
8 5.0 60
80 .7 14
87 .72 0
9 2.06 6 OK
275
10
150
10
325
29 300 300
1
721.05
-3.371
3.3225 4.766
4.766
9.532 2.75
2.75
9 5.3 5
9 5.3 55
93 .4 19
95 .34 5
9 7.28 1 OK
325
12
150
12
225
30 300 300
1
703.85
-3.412
0.9901 4.766
4.766
9.532 2.75
2.75
9 3.0 7
9 3.3 03
91 .8 00
92 .83 7
9 4.34 0 OK
325
12
150
12
225
31 300 300
1
705.66
-3.432 -0.0229 4.766
4.766
9.532 2.75
2.75
9 3.3 1
9 3.6 42
92 .3 27
92 .97 8
9 4.29 3 OK
325
12
150
12
225
32 300 300
1
703.71
-3.417 -1.0399 4.766
4.766
9.532 2.75
2.75
9 3.0 5
9 3.4 79
92 .3 64
92 .62 1
9 3.73 6 OK
325
12
150
12
225
33 300 300
1
7 20 .2 5
- 3. 37 7
- 3. 39 4.766
4.766
9.532 2.75
2.75
9 5.2 4
9 5.8 91
95 .2 44
94 .58 9
9 5.23 6 OK
325
12
150
12
225
10
325
34 300 300
1
471.13
-1.808 -9.9101 2.332
2.332
4.664 2.30
2.30
8 9.0 6
9 0.9 86
93 .0 56
87 .13 4
8 5.06 4 OK
275
10
150
927 300 300
1
46.837
-1.853 -0.1154 0.782
0.782
1.563 1.75
1.75
1 5.2 9
1 6.0 24
13 .3 45
14 .55 6
1 7.23 5 OK
125
8
425
8 23100
932 300 300
1
67.157 1.6483
0.1022 0.782
0.782
1.563 1.75
1.75
2 1.9 3
2 1.2 77
23 .6 61
22 .58 3
2 0.19 9 OK
125
8
275
8
6925
933 300 300
1
14 7.3 6
0.6 72
- 0.0 7 0.782
0.782
1.563 1.75
1.75
4 8.1 2
4 7.8 95
48 .9 51
48 .34 5
4 7.28 9 OK
175
8
175
8
1475
936 300 300
1
140.97 0.3818
-0.0842 0.782
0.782
1.563 1.75
1.75
4 6.0 3
4 5.9 19
46 .5 52
46 .14 1
4 5.50 8 OK
175
8
200
8
2025
939 300 300
1
118.51
-0.446
0.1183 0.782
0.782
1.563 1.75
1.75 3 8.7
3 8.8 22
38 .0 69
38 .57 8
3 9.33 1 OK
150
8
225
8
2875
946 300 300
1
47.383
-1.785 -0.2776 0.782
0.782
1.563 1.75
1.75
1 5.4 7
1 6.2 40
13 .7 83
14 .70 0
1 7.15 7 OK
125
8
425
8 23100
949 300 300
1
50.644 1.6734
0.782
1.563 1.75
1.75
1 6.5 4
1 5.9 30
18 .4 57
17 .15 0
1 4.62 3 OK
125
8
350
8 11950
950 300 300
1
100.13 0.7051 -0.2842 0.782 0.782
1.563 1.75
3 2.5 33
33 .7 98
32 .84 7
3 1.58 2 OK
952 300 300
1
954 300 300
1
92.41 94.104
-0.0389 0.782
1.75
3 2.6 9
150
8
225
8
2900
-0.3001 0.782
0.782
1.563 1.75
1.75
3 0.1 7
3 0.1 18
30 .9 98
30 .22 2
2 9.34 2 OK
150
8
250
8
4325
-0.347 -0.1345 0.782
0.782
1.563 1.75
1.75
3 0.7 3
3 0.9 10
30 .4 92
30 .55 0
3 0.96 8 OK
150
8
250
8
4300
0.219 0.782 0.782
1.563 1.75
0.4394
938 300 300
1
51.355 1.3272
1.75
1 6.7 7
1 6.1 93
18 .0 11
17 .34 7
1 5.52 9 OK
125
8
350
8 11950
940 300 300
1
99.994 0.3831
0.1595 0.782
0.782
1.563 1.75
1.75
3 2.6 5
3 2.4 48
32 .9 00
32 .85 2
3 2.40 0 OK
150
8
225
8
2900
942 300 300
1
95.806 0.3463
0.1458 0.782
0.782
1.563 1.75
1.75
3 1.2 8
3 1.0 96
31 .5 04
31 .46 4
3 1.05 6 OK
150
8
250
8
4300
943 300 300
1
51.746
0.3037 0.782
0.782
1.563 1.75
1.75 1 6.9
1 7.0 24
15 .8 48
16 .77 6
1 7.95 2 OK
125
8
350
8 11975
-0.636
49 Total Footings
Depth of Foundation
long long spa Along short span
Footing
Footing Color
Joint No
Typ e No
3,936,939,946,949,950, 952,954,938,940,942,9 43
F1
1.6
1.6
0.75
0.15
12
175
12
175
0.6
1.5
4
7,7,8,9,10,11,13,20,21, 27,28,34
F2
2
2
0.75
0.2
12
150
12
150
0.55
1.5
20
14,15,17,18,19,22,23,2 4,25,26,29,30,31,32,33
F3
2.6
2.6
0.75
0.25
12
125
12
125
0.5
1.5
21
Cod e
Footing Size L, m
B, m D, m h' , m Ø mm pacin Ø mm S pa cin g
D- h' m
Nos
Hm
GL
H-D H D-h' D h'
ISOLATED FOOTING DETAILS
PROJECT : Disaster Preparedness Warehouse, Dhulikhel Hospital, Banep
PAGE : 1
CLIENT : Dhulikhel Hospital JOB NO. :
DESIGN BY : Prakash ATE : 8/31/2015
REVIEW BY :
Design of Conventional Slabs on Compressible Soil G rade Based on ACI 1. INPUT DATA & DESIGN SUMMARY 1.1 SOILS PROPERITIES
qallow
ALLOWABLE SOIL-BEARING PRESSURE
2089 psf 0.197 in
= = = = = = = =
91.15 59.15 6 205.5 0 19.63 156.6 15
ft ft in plf plf psf psf ft
27.782 18.030 150 3 0 0.94 7.5 4.572
m
= = = = @ mm @
14.5 11.81 9.055 2.901 4 100
ft in in ksi in o.c., with mm c/c wit
4.420 300 230 20000 2
m
EXPECTED SETTLEMENT BY GEOTECHICA 1.2 STRUCTURAL DATA AND MATERIALS PROPERITI ES L SLAB LENGTH B SLAB WIDTH t SLAB THICHNESS P PERIMETER LOADING
Pb DL LL SL
MAX BEARING LOADING ON THE SLAB ADDED DEAD LOAD LIVE LOAD AVERAGE STIFFENING BEAM SPACING, L D
SB h b f'c
AVERAGE STIFFENING BEAM SPACING, B STIFFENING BEAM DEPTH STIFFENING BEAM WIDTH CONCRETE STRENGTH SLAB REINFORCEMENT
#
Ø 2. DETERMINE SECTION PROPERTIES L DIRECTION n = 1 in As = 20 Es / Ec =
I
= =
yb
3
10
4
14826 in 8.78 in 3 4890 in
St = 3 Sb = 1689 in in 2 A = 4680 in 3. CALCULATE MAXIMUM APPLIED SERVICE MOMENTS L DIRECTION 0.5 McsL = ( / nsL) M 0.23 ft-kips / ft CGS
Where
=
18.89 9.25
1.35
MnsL = h nsL =
1.28
L
0.36
SB
0.80
SB
/ 80 L
0.12
/ 133 h
0.10
P
0.28
0.62
P
0.31 0.38
2 100 KN/m [Assumed] 5 mm [Assumed]
= =
mm KN/m KN/m
KN/m
2
KN/m
2
m
mm mm KN/m
2
in clear from top of slab, each way. mm from clear from top of slab each way THE DESIGN IS ADEQUATE. 50
B DIRECTION n = 1 As = 30 Es / Ec =
m
I in
yb St
=
7400
in in 3 in
in 2 in
Sb
=
2496
in
0.25
ft-kips / ft
18.89
CGS
=
9.62
A
=
7184
B DIRECTION McsS = McsL (970-h) / 880 =
22043 8.83
ft-kips / ft nsL =
1.28
L
4
= =
SB
0.80
/ 133 h
0.28
0.
P
0.22
3
4. CHECK FLEXURAL CONCRETE STRESSES 4.1 ALLOWABLE CONCRETE STRESSES FLEXURAL TENSILE STRESS
f t,allow = - 6 (f c')
FLEXURAL COMPRESSIVE STRESS
=
-0.323
ksi
f c,allow = - 0.45 f c' =
1.305
ksi
4.2 TOP STRESS, FOR CENTER LIFT MOMENT, AT L DIRECTION f = ML / 0.033 ksi Then
>
f t,allow
[Satisfactory]
<
f c,allow
[Satisfactory]
0.5
TOP STRESS, FOR CENTER LIFT MOMENT, AT B DIRECTION f = MB / St = 0.036 ksi Then
>
f t,allow
[Satisfactory]
<
f c,allow
[Satisfactory]
4.3 BOTTOM STRESS, FOR CENTER LIFT MOMENT, AT L DIRECTION BOTTOM STRESS, FOR CENTER LIFT MOMENT, AT B DIRECTION f = - ML / -0.095 ksi f = - MB / Sb = -0.108 ksi Then
>
f t,allow
[Satisfactory]
<
f c,allow
[Satisfactory]
Then
5. CHECK DIFFERENTIAL DEFLECTIONS 5.1 RELAT IVE STIFFNESS LENGTH AT L DIR EC TION 1/4 = (Ec I nsL / Es ) / 12 = 6.784 ft Where
Ec = (0.5) 57000 (f c 1534972 psi Es =
1000
psi, soil
I =
14826
in
C
=
0.90
1920
(PSB)
0.30
Ec = (0.5) 57000 (f c') 1534972 psi 800
0.10
=
0.118
psi, soil
22043 in
4
ALLOWABLE DIFFERENTIAL DEFLECTION AT B DIRECTION 0.26 in allow = 12 MIN(B, 6 Where
/ 550 L
[Satisfactory]
I =
6. CHECK SHEAR CAPACITY 6.1 APPLIED SER VICE LOAD SHEAR AT L DIRECT ION 0.30 VcsL = ( / nsL) V 0.097 kips/ft VnsL = h
[Satisfactory]
f c,allow
Es =
4
5.3 DIFFERENTIAL DEFLECTION WITHOUT PRESTRESSING 0{1.78 - 0.103 h -1.65E-03 P + en 0.25 in cs = < allow [Satisfactory]
Where
f t,allow
<
RELATIVE STIFFNESS LE NGTH AT B DIRECTION 1/4 = (Ec I nsB / Es ) / 12 = 6.944 ft Where
5.2 ALLOWABLE DIFFERENTIAL DEFLECTION AT L DIRECTION 0.25 in allow = 12 MIN(L, 6 Where
>
C
=
1920
DIFFERENTIAL DEFLECTION WITHOUT PRESTRESSING 0{1.78 - 0.103 h -1.65E-03 P + en 0.25 in cs = < allow [Satisfactory] APPLIED SER VICE LOAD SHEAR AT B DIRECTION VcsS = VcsL (116-h) / 94 = 0.107 kips/ft
kips/ft
6.2 ALLOWABLE CONCRETE SHEAR STRESS, AT L DIRECTION vc = 2 (f c') 0.108 ksi
ALLOWABLE CONCRETE SHEAR STRESS, AT B DIRECTION vc = 2 (f c 0.208 ksi
6.3 SHEAR STRESS OF RIBBED FOUNDATION, AT L DIRECTION vc < v = V B / (n h b) = 0.053 ksi [Satisfactory]
SHEAR STRESS OF RIBBED FOUNDATION, AT B DIRECTION vc < v = V L / (n h b) = 0.091 ksi [Satisfactory]
7. CHECK SOIL BEARING 7.1 APPLIED LOADING = SLAB W EIGHT 150 L B t = ADDED DL DL L B = LIVE LOAD LL L B BEAM WEIGHT 150 (h-t) b (Total Len = = PERIMETER LOAD P (2L + 2B)
404381 105852 844567 53929 61773
8. CHECK SLAB STRESS DUE TO LOAD-BEARING PARTITIONS 8.1 RELAT IVE STIFFNESS LENGTH AT L DIR EC TION Mmax = Pb / 4 = 0.00 ft-kips / ft Where
3
0.25
= MIN[(Ec h / 3 ks) , SB] = 3 lb / in ks = 4
14.501 ft
8.2 TENSILE STRESS AT L DIRECTION 2 f = - Mmax / 2 t = 0.000 ksi
>
f t,allow
[Satisfactory]
lbs lbs lbs lbs lbs
M BEARING AREA SOIL PRESSURE
(b)(Total Length) = q = Total Load / THE AREA =
2 742 ft 1981 psf qallow < [Satisfactory]
RELATIVE STIFFNESS LE NGTH AT B DIRECTION Mmax = Pb / 4 = 0.00 ft-kips / ft Where
3
0.25
= MIN[(Ec h / 3 ks) , SB] = 3 lb / in ks = 4
TENSILE STRESS AT B DIRECTION 2 f = - Mmax / 2 t = 0.000
>
f t,allow
15.000
ksi
[Satisfactory]
ft
Design for Combined Foot q 0 = 100.00 KN/m2Proj. from propety line
2.2 m
of Node 20 & 940 / 27 & 942 ootin R a
Rb
TYP E KN
KN
20
940
449.7
100
CF1
qu
X1 2
N/m
X2
m
m
X3
Size of Pillar
m
A
B
Overall length m
idth
Resultant from A
100
1.10
0.10
1.10
0.30
0.30
2.60
R Ra 450 KN/m2
Rb
211 KN
2
100 KN/m
Combined Footing(CF1)
1.10
ocation oFooting
0.1
1
1.1
3
2
qu
2
100 KN/m
4
2.20
0.082
Moments at points
Shear at points
KN per
V1
V3
V4
m Qu
KN
KN
KN
211.42
47.15
4.86
M1
-31.71
Shear Force Diagram KN 2.5 47.146 2.6 4.863 2.9 -31.712
60 50 40 30 20 10 47.146 02.500 -10 1 -20 -30 -40
X from
M3
M4
516.32
-0.181
511.25
511.12 67.65
Bending Moment Diagrams 600 500 511.246
400
4.863
300 2.600
2.900
200
2
3
100 0
-31.712
Distance (m)
M2
inface of column
-1
0 0 -0.181 511.2 2.500 516.3 511.118 2.600 516.319 511.1 2.900 67.65 2.600 0
67.653 0.000
0.000 0
1
2
3
Distance (m)
4
q0 = 100.00
DE SIGN F OR COMBINED F OO TING
over(mm) 75
fck= 20
fy= 500
CF2 ootin Ra
sy1 Dia of Eff. Depth Rb qu Overall u,max/ Check for Punching Shear for Column A Reinft Dia of Spacing Bars along K length Width Check 0.0035/( fy/1.15Es Overall Assu Eff. Peri. of Bars of bars v,max v TYPE KN KN mm Result Longer Longer length of N/ m m 0.0035+ + 0.002 Dpth me Dept P. (mm) Span Span Top Asty(+) ly lx D mm mm cover (B+D+2 s 0.25 fc SF/bo d' CF1 450 100 96 375 12 288 1153.2 6.73 1.74 Safe in Shea 2580.07 16 16 100 2.600 2.20 OK 0.46 0.0042 297 Bar Comb. along long Bar Comb. along sh 16 75 16 100 Bar Comb. along long 16 100 Ø16mm @150mm c/c
Ø16mm @100mm c/c Thro
375
Ø16mm @100mm c/c 3.448 5.548
Ø16mm @100mm c/c Ø16mm @100mm c/c
Ø16mm @100mm c/c
Design for Combined Foot q 0 = 100.00 KN/m2Proj. from propety line
2.1 m
of Node 12 & 938 / 34 & 943 ootin R a
Rb
TYP E KN
KN
34
943
471.1
51.75
CF1
qu
X1 2
N/m
X2
m
m
X3
Size of Pillar
m
A
B
Overall length m
idth
Resultant from A
100
1.05
0.10
1.05
0.30
0.30
2.50
R Ra 471 KN/m2
Rb
209 KN
2
51.8 KN/m
Combined Footing(CF1)
1.05
ocation oFooting
0.1
1
1.05
3
2
qu
2
100 KN/m
4
2.10
0.090
V1
V3
V4
m Qu
KN
KN
KN
209.15
-0.54
-42.37
Shear Force Diagram KN 2.4 -0.538 2.5 -42.368 2.8 -31.373
10 5 02.400 -5 -10 1 -0.538 -15 -20 -25 -30 -35 -40 -45
Moments at points
Shear at points
KN per
2.500 -42.368 2
M1
M2
M3
M4
-31.37
458.75
0.003
458.75
463.04 58.82
Bending Moment Diagrams
2.800
3
-31.373
800 700 600 500 400 300 200 100 0
458.746
0 0.003 2.400 2.5 00 2.800 2.500
0 458.7 458.7 4 63 58.82 463.037 458.747 0
58.824 0.000
0.000 0
Distance (m)
X from
inface of column
1
2
Distance (m)
3
q0 = 100.00
DE SIGN F OR COMBINED F OO TING
over(mm) 75
fck= 20
fy= 500
CF1 ootin Ra
sy1 Dia of Eff. Depth Rb qu Overall u,max/ Check for Punching Shear for Column A Reinft Dia of Spacing Bars along K length Width Check 0.0035/( fy/1.15Es Overall Assu Eff. Peri. of Bars of bars v,max v TYPE KN KN mm Result Longer Longer length of N/ m m 0.0035+ + 0.002 Dpth me Dept P. (mm) Span Span Top Asty(+) ly lx D mm mm cover (B+D+2 s 0.25 fc SF/bo d' CF1 471 51.75 100 375 12 288 1153.2 6.70 1.83 Safe in Shea 2364.55 16 16 125 2.500 2.10 OK 0.46 0.0042 288 Bar Comb. along long Bar Comb. along sh 12 50 12 75 Ø12mm @50mm c/c Bar Comb. along long 12 75 Ø12mm @50mm c/c
Ø12mm @75mm c/c Thro
375
Ø12mm @75mm c/c Ø12mm @75mm c/c
Ø12mm @75mm c/c
Ø12mm @75mm c/c
0.4
DESIGN OF BASE PLATE Chainlink Hydropower Pvt. Ltd.
Dhulikhel-Disaster Preparedness Warehouse
Kausaltar, Thimi, Bhaktapur
20/Aug/15 DATE
REV
PSR PREP.
PSR CHKD.
Nepal
APPD.
Design of Anchor bolts for base Plate of Column at Plinth LvL PARAMETERS : Bolt stress are considered as per Design Basis 1 Property class = A-36 2 2 Perm .Tensile stress in = 415 N/mm
Y
FY X
MY
2
( 075 x Fy as per AISC ) 3 Perm . Shear stress in b = 311 N/mm 4 Interaction ratio for combined stress is considered for all cases = 1.0 (Bolt property class confirmed as per ASTM standards)
FX
MX MZ Z FZ
Critical case for column base design as per staad Node L/C Fx kN Fy kN 1.5[DL+LL] -0.0311 262.002 C23 C23 DL+LL+WIND+Y -0.0206 174.674 DL+WIND+Y 0.0024 61.9668 C23 0.7DL+WIND+Y 0.0017 43.3787 C23 1.2[DL+LL+EQ+X] Max -16.8574 209.629 C23 1.2[DL+LL+EQ+Y] Max -0.0245 209.59 C23 1.5[DL+EQ+X] Max -21.0372 92.9753 C23 1.5[DL+EQ+Y] Max 0.0039 92.9259 C23 C23 0.9DL+1.5EQ+X Max -21.0386 55.7991 0.9DL+1.5EQ+Y Max 0.0026 55.7497 C23 0.7DL+WIND-Y 0.0011 43.3751 C23 DL+LL+WIND-Y -0.0212 174.671 C23 DL+WIND-Y 0.0018 61.4091 C23
Anchor Bolt Data No. of Bolt in tension about Mx= Bolt c/c dist. LAz = No. of Bolt in tension about Mz = Bolt c/c dist. LAx = Total Nos of bolts = Dia of anchor Bolt =
3 250 3 250 8 20
Fz kN 0 2.2136 2.2136 2.2136 0 3.0293 0 3.7866 0 3.7866 -2.3047 -2.3047 -2.3047
Mx kNm My kNm Mz kNm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Nos. mm Nos. mm Nos. mm 2
Tensile area of Bolt (At) =
1276.13 mm .
Shear area of Bolt (As) =
1276.13 mm .
2
Check for Tension
Node
C23
L/C
1.5[DL+LL]
Max T for Max T for Max T Bolt Bolt for Bolt for Fy for Mx for Mz
Total T
Ty=Fz/ Tx=Mx/ Tz=Mz/ Total Nos (Nx@Mx* (Nz@Mz* of Bolts LAx) LAz)
Net T= Ty+Tx +Tz
kN 32.75
kN -
kN -
kN 32.75
Tension Stress per Bolt Tension Stress= (Net T/ At) 2
N/mm 25.66
C23 C23 C23 C23 C23 C23 C23 C23 C23 C23 C23 C23
DL+LL+WIND+Y DL+WIND+Y 0.7DL+WIND+Y 1.2[DL+LL+EQ+X] Max 1.2[DL+LL+EQ+Y] Max 1.5[DL+EQ+X] Max 1.5[DL+EQ+Y] Max 0.9DL+1.5EQ+X Max 0.9DL+1.5EQ+Y Max 0.7DL+WIND-Y DL+LL+WIND-Y DL+WIND-Y
21.83 7.75 5.42 26.20 26.20 11.62 11.62 6.97 6.97 5.42 21.83 7.68
-
-
21.83 7.75 5.42 26.20 26.20 11.62 11.62 6.97 6.97 5.42 21.83 7.68
(-)ve sign indicates comp
17.11 6.07 4.25 20.53 20.53 9.11 9.10 5.47 5.46 4.25 17.11 6.02
32.75 25.66 Max. T SAFE.
Check for Shear
L/C
C23 C23 C23 C23 C23 C23 C23 C23 C23 C23 C23 C23 C23
1.5[DL+LL] DL+LL+WIND+Y DL+WIND+Y 0.7DL+WIND+Y 1.2[DL+LL+EQ+X] Max 1.2[DL+LL+EQ+Y] Max 1.5[DL+EQ+X] Max 1.5[DL+EQ+Y] Max 0.9DL+1.5EQ+X Max 0.9DL+1.5EQ+Y Max 0.7DL+WIND-Y DL+LL+WIND-Y DL+WIND-Y
Resultant Shear
Shear per Bolt
Shear stress per Bolt
kN 0.03 2.21 2.21 2.21 16.86 3.03 21.04 3.79 21.04 3.79 2.30 2.30 2.30
kN 0.00 0.28 0.28 0.28 2.11 0.38 2.63 0.47 2.63 0.47 0.29 0.29 0.29
N/mm 0.00 0.22 0.22 0.22 1.65 0.30 2.06 0.37 2.06 0.37 0.23 0.23 0.23
Comb Stress Ratio T&S
2
0.06 0.04 0.02 0.01 0.05 0.05 0.03 0.02 0.02 0.01 0.01 0.04 0.02
Max
0.06 Stress Ratio <1, ok Hence, Provide 8 Nos of Dia 20 mm- 300 mm Long of ASTM F1554 - 07 Grade A-36 Design of Base plate PARAMETERS : Concrete Grade, f c =
20 N/mm2
Permissible Bearing Stress, 0.25 x f c =
5 N/mm2
Permissible Bending Stress in plate,
b
=
250 N/mm2
Permissible Bending Stress in plate,
b
=
213 N/mm2
Base Plate Data Length of base plate, l b =
350 mm
Width of base plate, w b =
350 mm
( 0.85 x Fy as per AISC )
Edge distance of the bolt = 0 mm Area of base plate, A b = 122500 mm 2
< 2.5 x d NOT OK.
Check for Bearing Pressure Bearing Pressure = P max / Ab +/- Mx / Zxx +/- Mz / Zzz Area of Base Plate, Ab = 122500 mm 2 2 Zxx = (wb x lb / 6) = 7145833 mm 3 2
Zzz = (lb x wb / 6) = 7145833 mm 3 Bearing Pressure, q, Calculations
Node Envelope C23 1.5[DL+L C23 DL+LL+ C23 DL+WIN C23 0.7DL+W C23 1.2[DL+L C23 1.2[DL+L C23 1.5[DL+E C23 1.5[DL+E C23 0.9DL+1. C23 0.9DL+1. C23 0.7DL+W C23 DL+LL+ C23 DL+WIN
Fy kN Mx kNm 262.0017 0 174.6742 0 61.9668 0 43.3787 0 209.6292 0 209.5897 0 92.9753 0 92.9259 0 55.7991 0 55.7497 0 43.3751 0 174.6706 0 61.4091 0
Mz kNm 0 0 0 0 0 0 0 0 0 0 0 0 0
Fy/Ab 2.14 1.43 0.51 0.35 1.71 1.71 0.76 0.76 0.46 0.46 0.35 1.43 0.50 -
qmax =
2.14 N/mm 2
qmin =
0.35 N/mm 2
Mx/Zxx -
Mz/ Zzz -
P/A+/- Mxx/Zxx +/Mz/Zzz qmax qmin 2.14 1.43 0.51 0.35 1.71 1.71 0.76 0.76 0.46 0.46 0.35 1.43 0.50 -
2.14 1.43 0.51 0.35 1.71 1.71 0.76 0.76 0.46 0.46 0.35 1.43 0.50 -
<5, OK
Case 1- Three edges continuous & one edge free Depth of Column Member, c d =
300.00 mm
Width of base plate/2, (w b /2) =
175.00 mm
cd/ (wb/2) =
1.71 0.307 As per Table 26 P 466 Case 9- Rorke & Young 0.134 (Refer Table reproduced at the end of calculations)
qmax =
2.14 N/mm 2
As per ROARK'S formula of rectangular plate Thickness of Base Plate Required, Tb = Tb reqd =
b) 10.00 mm
Case 2- Two Adjacent edges continuous & two edges free La = ( lb - cd ) / 2 = Lb = bp / 2 = La / Lb =
25.00 mm 62.50 mm 0.400 (Ref Formula for Stress Strain)
0.353 Table 26 P 471 Case 11 ) qmax = As per ROARK'S formula of rectangular plate Thickness of Base Plate Required, Tb = Tb reqd = Check for Tension Tension in the bolt, T = Lever arm to calculate the moment = Moment in the plate, M =
2.14 N/mm 2 b) 1.00 mm
32.75 KN -25.00 mm -0.82 KN-m
90o
-50
o
Assuming 45 dispersion, width resisting the moment, b = -50.00 mm Thickness of Base Plate Required, Tb = Sqrt ( 6 x M / ( b x b ) ) Tb reqd = 21.50 mm Max Tb Reqd = 21.50 mm Hence, Provide 22 mm thick x 350 mm (L) x 350 mm (W) Base plate.
-25
22 mm
PROJECT: Dhulikhel-Disaster Preparedness Warehouse
CALCULATION FOR ANCHOR LENGTH OF DEFORMED BARS FOR BASE PLATE The Critical Load values for Pulling from the above Reaction Force tables Factor of Safaty against Reaction forces Max, Design bond stress for tension,
bd,
for
M20 as per IS456
262.00 KN 1 1.20 N/mm
2
2
1200 KN/m
Nominal dia for pitched threaded rod 25 mm Dia 2 mm thread sink Surface area of Deformed Torbars 23 mm Dia 8 Nos 0.578 m Load resist by 23 mm Dia 8 Nos bond stress for Deformed bars per meter 693.664 KN/m Length required for 23 mm Dia 8 Nos 0.378 m For tension the length is increase 0% of the actual length required 0.375 m Hence, The 25 mm Dia Deformed Torsteel bars -8 Nos 375 mm is recommended for Anchor bolts for the base plate at Plinth
TABLE: Column Forces for Central Column/Beam- Story 1 Column ISMB250 Load Case/Combo FX kN C23 Guiding Case 1.5[DL+LL] TABLE: Beam Forces Story Beam B19 Guiding Case B20 Guiding Case B57 Guiding Case B58 Guiding Case
Load Case/Combo 1.5[DL+LL] 1.2[DL+LL+EQ+X] Max 1.2[DL+LL+EQ+X] Max 1.5[DL+LL]
FZ kN
0
FY Kn 262.002
FX 0.886 -2.176 -2.275 -0.963
FY 36.441 34.811 66.702 -71.882
FZ
MX kN-m 0
MY kN-m 0
MX 0 0 0 0
MZ kN-m 0
0
0 0 0 0
MZ -26.011 -30.082 -55.524 -23.620
MY 0 0 0 0
ISMB250 ISMB250 B19
B20 B57
C23 C23
B58
W E L D CON NE C T ION BE A M TO BE A M Allowable stress for base [metal Steel], F y =
250 Mpa
Assume weld thickness, T wa =
8 mm
Allowable stress for Bolt, F yb=
415 Mpa E70XX
Assume Grade of Weld
70000 PSI 2
yb=
0.311 KN/mm
Assume Grade of Weld F yw=
0.483 KN/mm
Allowable weld stress, Fw = 0.75 x F yw
2.896 KN/mm
2
2
Allowable Shear stress in steel, s = 0.75 x Fy
0.188 KN/mm Check for Weld Length for Fin plate Connection between M. Beam to Sec. Beam Fin Plate welded horizontally 200 mm 150 mm Vertical Main Beam ISMB 250 250 mm Flange width 125 mm Secondary Beam ISMB 200 200 mm Flange width 100 mm Shear Force for Main Beam ISMB 250 36.441 KN B19 Shear Force for Secondary Beam ISMB 200 34.811 KN B20 ISMB 250 ISMB 200 Web Thickness 6.9 mm Web Thickness 5.7 mm Flange Thickness 12.5 mm Flange Thickness 10 mm Perimeter Length for Secondary Beam ISMB 200 300.00 mm OK Reqd Length of weld for Sec Beam ISMB200 12.021 mm Reqd additional Length for Cleat Plate 0.00
Check for Shear for Bolts and Fin Plate Vertical Reaction force on Secondary beam
34.811 KN
Assume Width of Fin plate B w=
150 mm
Assume Thickness of Finplate T b=
12 mm
Assume depth of brackets B d=
150 mm
Assume thickness of Bracket T bk =
0 mm
Assume number of shear brackets =
0 Nos
Assume depth of Horizontal stiffner for bracket Assume thickness of Stiffner plate Numbers of Stiffners Total Length of weld from around bracket and base plate
0 mm 0 mm 0 Nos 312 mm
Required Length of weld for Fin plate and Bracket Required Length of weld for Fin plate weld
185.66 mm 92.830 mm
OK
Length of Fin plate needed B i=
92.830 mm
OK
Required depth of bracket to resist shear
0.11604 mm
OK
Area of Steel contributing shear resistance Shear stress on Fin Plate = Shear stress of bolt=
2
0.00423 m
36.441 KN 2 Nos 20 mm
Cross Section area
314.159 mm
Shear stress of Steel = 0.75 x Fy Shear stress of each bolt Required Numbers of Bolts=
OK
2
OK
0.0554 KN/mm
Check for Shear for Bolts Vertical Reaction force on Secondary beam Assume Number of bolt Dia Assume Dia Grade of Steel fy=
2
0.00823 KN/mm
2 2
430 KN/m
2
0.3225 KN/mm 101.316 KN OK 1 Nos
