Home
Add Document
Sign In
Register
Design of Base Plate for BS5950
Home
Design of Base Plate for BS5950
BS 5950 DESIGN OF BASE PLATEFull description...
Author:
dantevarias
29 downloads
424 Views
88KB Size
Report
DOWNLOAD .PDF
Recommend Documents
Design of Base Plate for BS5950
BS 5950 DESIGN OF BASE PLATEFull description
Design of Base Plate
Full description
Base Plate Design BS
Baseplate design according to British Standard
Base Plate Design
-
BAse Plate Design Examples
design example
Steel base plate design
Steel base plate designDescripción completa
Base plate design
Design of base plate with moment and tension in excel format. User friendlyFull description
Steel base plate design
Steel base plate designFull description
Column Base Plate Design
Column Base Plate Design
Base Plate Design Sample
SampleFull description
Design of Base Plate & Anchor Bolt
Full description
Design of Pinned Column Base Plate (AUS)
Descripción completa
Design of Base Plate as per IS800
Design of base plate as per IS800-2007. The spreadsheet is very helpful for fixed base plates.Full description
Base Plate & Bolt Design
Base Plate & Anchor Bolt Design
Base Plate Design Fixed Revised
Base Plate Design Fixed RevisedFull description
Base Plate
Base plateFull description
Base Plate
Base Plate
baseFull description
Design of Plate Girders
Design of Plate Girders
Design of Plate Girders
Descripción: Design of Plate Girders
BS5950 - Member Design Handbook
Base Plate and Anchor Rod Design 2nd.pdf
Drake- Elkin Method-Base Plate Design
baseplate
Bolts & Base Plate Design to Eurocode
Bolts in tension, shear & combined action
4.4 BASE PLATE AND ANCHOR BOLT CHECK DESIGN OF BASE PLATE STRUCTURE: XFR AREA J Column Mark : UC-203 UC203X203X46 1. DESIGN FORCES SUMMARY UC-203
STAAD OUTPUT
DESCRIPTION
Fx
Fy
(kN)
(kN)
DESIGN FORCES Fz
Condition
Beam
L/C
NODE
Max Compression
2027
456
255
232.8
30.2
Max Tension
2001
595
245
-13.9
Max Shear
2030
595
256
-7.2
(Fy2+Fz2)0.5 Friction (f)
Axial (F)
(kN)
F = Fx (kN)
Q (kN)
f=0.45F (kN)
Shear Q - f (kN)
3.3
232.8
30.4
104.8
0.0
10.5
0.0
-13.9
10.5
0.0
10.5
22.9
-0.5
-7.2
22.9
0.0
22.9
F = Fc (Axial Compression) if value is positive, F = Ft (Axial Tension) if values is negative 2. MATERIAL PROPERTY AND DIMENSION Steel Column :
Base Plate :
Anchor Bolt :
D=
203.2 mm
B=
203.6 mm
t=
7.2 mm
T=
11.0 mm
Pyp =
265.0 Mpa (S275)
Dp =
250.0 mm
Bp =
250.0 mm
tp =
22.0 mm
Grade : db =
4.6 24.0 mm
n=
2.0 pcs
Effective Area per bolt (Aeperbolt) =
353.0 mm2
Effective Area of bolts (Aebolts) =
706.0 mm2
3. CHECK FOR CONCRETE BEARING STRENGTH (4.13.1 of BS 5950-1:2000) fcu =
30.0 Mpa
0.6fcu =
18.0 Mpa
Fc =
Fc / BpDp =
3.7 Mpa < 0.6fcu OK!
Areq = Fc / 0.6Fcu = 12,933.3 mm2
232.8 kN (Maximum Compression Force)
4. CHECK FOR BASE PLATE THICKNESS BY EFFECTIVE AREA METHOD (sec 4.13.2.2 of BS 5950-1:2000)
0.5
base plate thickness (tpreq) = c (3x0.6f cu/Pyp) 2
effective area (Aeff) = 4c1 + c1(Percol) + Acol (Assuming no Overlap of Effective Area)
Column Perimeter (Percol) =
1,190.0 mm
Area of Steel Column Acol =
5,870.0 mm2
effective area (Aeff) = 4c2 2 + 2(D + B)c2 + DB (Assuming Effective Area has Overlap) solving for c by equating Aeff to Areq :
12,933.3
=
12,933.3 (D-2T )/2 =
90.6
=
4c12 + 2
4c2 +
1,190.0c1 + 5,870.0
c1 =
5.82
mm
813.6c2 + 41,371.5
c2 =
-44.84
mm
mm > c1, effective area has no overlap (use value of c1 for c)
D +2c =
214.84
mm < Dp
B + 2c =
215.24
mm < Bp
Hence the calculated value of c is valid. c=
5.82
mm
tpreq =
2.7
mm < tp, OK!
5. ANCHOR BOLT STRESS CHECK 5.1 Design Strength of Anchor Bolts pt =
240
Mpa, tension strength of anchor bolt
ps =
160
Mpa, shear strength of anchor bolt
5.2 Capacity of Ancor Bolts Tension Capacity of Anchor Bolts (Pt) =
162.8
kN
Shear Capacity of Anchor Bolts (Ps) =
108.6
kN
5.3 Combined Tension and Shear Check Due to Maximum Tension, Load Case # : Ft =
13.9
595
Due to Maximum Shear, Load Case # :
kN
V=
10.5
kN
Ft / Pt =
0.09
< 1.0 OK!
Ft =
595 kN
V=
22.9
kN
Ft / Pt =
0.04
< 1.0 OK!
0.21
< 1.0, OK!
0.05
<1.0, OK!
V/Ps =
0.10
< 1.0 OK!
V/Ps =
(Ft/Pt)2 + (V/Ps)2 =
0.02
<1.0, OK!
(Ft/Pt) + (V/Ps) =
2
7.2
2
×
Report "Design of Base Plate for BS5950"
Your name
Email
Reason
-Select Reason-
Pornographic
Defamatory
Illegal/Unlawful
Spam
Other Terms Of Service Violation
File a copyright complaint
Description
×
Sign In
Email
Password
Remember me
Forgot password?
Sign In
Our partners will collect data and use cookies for ad personalization and measurement.
Learn how we and our ad partner Google, collect and use data
.
Agree & close