perencanaan standar gorong gorong (box culvert) tunggalDeskripsi lengkap
Box Culvert
Analisis Box CulvertFull description
hjnvo
Box Culvert DesignFull description
jembatanFull description
Type A Headwall: Reinforcing Schedule Calculations
*
If Override Option is Not Used, Leave Cell Blank
Reference shall be made to the "Concrete Headwalls for Precast Box Culverts" Standard Drawing for headwall dimensions and reinforcing data.
Precast Box Culvert: Span = 8.00 ft Rise = 7.00 ft Default Override * tbox,wall = 8.00 in tbox,top = 8.00 in tbox,bot = 8.00 in Wingwalls: H = 10.50 ft h1 = 6.00 ft h2 = 6.00 ft L1 = 18.00 ft L2 = 18.00 ft a = 3.67 ft b = 1.25 ft c = 3.92 ft
Footing & Cutoff Wall: W f = 8.00 ft hf = 2.00 ft hcw = 2.00 ft Bar Size: V= W= X= Y= Z=
#5 #5 #5 #5 #5
(h2=h1) (L2=L1)
Bar Spacing: v = 18.00 in w = 18.00 in x = 18.00 in y = 9.00 in z = 18.00 in
(z=w)
BAR NUMBER MARK
LENGTH
WEIGHT (LBS.)
TYPE
TYPE A HEADWALL REINFORCING SCHEDULE BAR TYPE DIMENSIONS A
B
C
INC. D
WINGWALLS 2 SERIES of 13 4 54
5'- 10'' TO 10'- 4'' 10'- 4'' 6'- 0''
WW504 WW505 WW506
2 SERIES of 13 16 4 SERIES of 3 14 4 2
5'- 10'' TO 10'- 4'' 17'- 8'' 5'- 11'' TO 17'- 8'' 3'- 11'' 20'- 7'' 1'- 6''
V501 W501 Z501
30 30 34
F501 F502
12 16 2 SERIES of 7 4 SERIES of 7 1
X501 X502 Y501
WW501 WW502 WW503
220
STR.
44 341
STR. 1
220
STR.
295
STR.
148
STR.
58 86 4
2 3 4
7'- 8'' 7'- 8'' 8'- 2''
240 240 290
STR. STR. 5
6'- 11'' 5'- 5'' 11'- 6'' TO 17'- 11'' 16'- 4'' TO 19'- 6'' 11'- 6''
87 91
STR. STR.
215
6
524
STR.
0'-
0'- 6''
5'- 8''
0'-
5'0'- 10'' 2'- 5'' 0'- 10''
0'- 1 3/4'' 4'- 4'' 0'- 1 3/4''
2'- 1/1'' 17'- 8''
2'- 4 5/4''
FOOTING & CUTOFF WALL
F503
F504
3'- 7''
1'- 2''
1'- 9''
1'- 9''
6'- 2 9/4'' TO 12'- 2 3/2''
1'-
0'6'- 2 9/4''
F505
F506 F507 F508
SERIES 2 2 SERIES 2 7 2
TO 12'- 6'' 16'- 4'' TO 16'- 10'' 5'- 11'' 9'- 0''
26
6
70
STR.
44 19
1 STR.
1'- 9''
1'- 9''
TO 7'- 7/1''
0'3'- 8''
2'- 4''
FORESLOPE WALL FS501 FS502 FS503
6 10 10
9'- 0'' 4'- 5'' 4'- 11'' TOTAL
57 47 52 3,418
STR. 5 7
0'-
1'- 10'' 1'- 10''
0'- 11'' 0'- 11''
2'- 5''
INC.
9/2''
9/2''
8 5/8''
3/4''
5 1/8''
4 7/4''
6/1''
Type B Headwall: Reinforcing Schedule Calculations
*
If Override Option is Not Used, Leave Cell Blank
Reference shall be made to the "Concrete Headwalls for Precast Box Culverts" Standard Drawing for headwall dimensions and reinforcing data.
Precast Box Culvert: Span = 10.00 ft Rise = 4.00 ft Default Override * tbox,wall = 10.00 in tbox,top = 10.00 in tbox,bot = 10.00 in Wingwalls: H = 6.50 ft h1 = 4.00 ft h2 = 3.50 ft L1 = 10.00 ft L2 = 4.00 ft a = 1.67 ft b = 1.00 ft c = 2.42 ft q = 30 deg
Footing & Cutoff Wall: W f = 4.75 ft hf = 1.50 ft hcw = 2.50 ft Bar Size: V= W= X= Y= Z=
#5 #5 #5 #5 #5
Bar Spacing: v = 18.00 in w = 18.00 in x = 18.00 in y = 18.00 in z = 18.00 in
(z=w)
BAR NUMBER MARK
LENGTH
WEIGHT (LBS.)
TYPE
TYPE B HEADWALL REINFORCING SCHEDULE BAR TYPE DIMENSIONS A
B
C
INC. D
WINGWALLS 1 SERIES of 8 2 1 SERIES of 4 14
3'- 10'' TO 6'- 4'' 6'- 4'' 3'- 4'' TO 6'- 4'' 4'- 0''
WW510
1 SERIES of 8 6 2 SERIES of 2 5 2 1 1 SERIES of 4 6 2 SERIES of 2 2
3'- 10'' TO 6'- 4'' 9'- 8'' 4'- 10'' TO 9'- 8'' 3'- 10'' 12'- 4'' 1'- 5'' 3'- 4'' TO 6'- 4'' 3'- 8'' 1'- 10'' TO 3'- 8'' 7'- 1''
6 8 2 SERIES of 4 2 SERIES of 4 1 SERIES 2 1 SERIES 2 9 2
4'- 0'' 3'- 2'' 17'- 1'' TO 19'- 7'' 8'- 11'' TO 11'- 6'' 17'- 1'' TO 17'- 9'' 8'- 11'' TO 9'- 7'' 3'- 7'' 11'- 4''
26 27
STR. STR.
153
3
86
STR.
37
3
20
STR.
34 24
1 STR.
F503
F504
F505
F506 F507 F508
3'- 7''
14'- 3 1/4'' TO 17'- 9/4''
1'- 2''
1'- 5/2''
2'- 5/4''
0'14'- 3 1/4'' TO 15'- 1 5/4''
1'- 5/2''
2'- 5/4''
4 13 13
11'- 4'' 1'- 5'' 2'- 2'' TOTAL
48 20 30 1,234
STR. 5 7
0'-
0'1'- 8''
2'- 0''
FORESLOPE WALL FS501 FS502 FS503
0'-
0'- 6'' 0'- 6''
0'- 8'' 0'- 8''
1'- 3''
INC.
3 5/8''
0/1''
3 5/8''
1 0/1''
0/1''
1 0/1''
1 0/1''
8 3/8''
8/1''
6 5/8''
Type C Headwall: Reinforcing Schedule Calculations
*
If Override Option is Not Used, Leave Cell Blank
Reference shall be made to the "Concrete Headwalls for Precast Box Culverts" Standard Drawing for headwall dimensions and reinforcing data.
Precast Box Culvert: Span = 10.00 ft Rise = 7.00 ft Default Override * tbox,wall = 10.00 in tbox,top = 10.00 in tbox,bot = 10.00 in Wingwalls: H = 10.50 ft h1 = 10.50 ft h2 = 10.50 ft L1 = 18.00 ft L2 = 18.00 ft a = 3.67 ft b = 1.25 ft c = 3.92 ft
Footing & Cutoff Wall: W f = 8.00 ft hf = 2.00 ft hcw = 2.00 ft Bar Size: V= W= X= Y= Z=
#5 #5 #5 #5 #5
(h2=h1=H) (L2=L1)
Bar Spacing: v = 18.00 in w = 18.00 in x = 18.00 in y = 9.00 in z = 18.00 in
(z=w)
BAR NUMBER MARK
LENGTH
WEIGHT (LBS.)
X501 Y501
26 50
10'- 4'' 6'- 0''
281 316
WW501 WW502
26 32
10'- 4'' 17'- 8''
281 590
V501 W501 Z501
33 33 33
7'- 8'' 7'- 8'' 8'- 2''
F501 F502 F503 F504
28 4 9 2
24'24'6'11'-
FS501 FS502 FS503
4 13 13
11'- 4'' 3'- 8'' 4'- 5''
11'' 11'' 1'' 4''
TOTAL
TYPE
TYPE C HEADWALL REINFORCING SCHEDULE BAR TYPE DIMENSIONS
A WINGWALLS STR. 1 0'- 6''
48 50 60
STR. STR. 1 STR.
3'- 8''
FORESLOPE WALL STR. 5 1'- 6'' 7 1'- 6''
3,350
C
5'- 8''
STR. STR.
FOOTING & CUTOFF WALL 264 STR. 264 STR. 282 5 3'- 7'' 728 104 58 24
