For the truss shown, determine the most suitable L 100x100 single angle bar with equal legs of A36 steel for member CE. All joints are assumed to be pin-connected with one gage line of 20mm in high-strength bolts through one leg of the angle. Each end of member CE is connected with four bolts on the gage line with an edge distance of 32mm and a 60mm pitch. Use ASD specification. Use ASEP Steelhandbook for reference. 4.5m B 135 KN 4.5m 70 kN D↓↓ E 135 KN 4.5m G 135 kN 4.5m 135 kN H 3.6m 40- # 32 L 100x100xt ---60-60-60-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the truss shown, determine the most suitable L 100x100 single angle bar with equal legs of A36 steel for member CE. All joints are assumed to be pin-connected
with one gage line of 20mm in high-strength bolts through one leg of the angle. Each end of member CE is connected with four bolts on the gage line with an edge
distance of 32mm and a 60mm pitch. Use ASD specification. Use ASEP Steelhandbook for reference.
4.5m-
B
135 KN
-4.5m
70 kN
D↓↓
135 kN
4.5m
F
135 kN
4.5m
135 kN
H
3.6m
- 40-
32
L 100x100xt
-60-60-60-
Transcribed Image Text:For the truss shown, determine the most suitable L 100x100 single angle bar with equal legs of A36 steel for member CE. All joints are assumed to be pin-connected with one gage line of 20mm in high-strength bolts through one leg of the angle. Each end of member CE is connected with four bolts on the gage line with an edge distance of 32mm and a 60mm pitch. Use ASD specification. Use ASEP Steelhandbook for reference. 4.5m- B 135 KN -4.5m 70 kN D↓↓ 135 kN 4.5m F 135 kN 4.5m 135 kN H 3.6m - 40- 32 L 100x100xt -60-60-60-
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