A Assumptions: Use A36 steel. Assume there are two or three bolts in the direction of loading There are two bolts in the transverse direction and not staggered arranged. Use a 7/8-inch diameter bolt. LL = 65 Kips Given: P = P = 1.2DL + 1.6LL DL = 30 kips H 40 ft- oooooo B 1.5P 40 ft- 0000 C P -40 ft D F 40 ft- 15 ft 30 ft E

A Assumptions: Use A36 steel. Assume there are two or three bolts in the direction of loading There are two bolts in the transverse direction and not staggered arranged. Use a 7/8-inch diameter bolt. LL = 65 Kips Given: P = P = 1.2DL + 1.6LL DL = 30 kips H 40 ft- oooooo B 1.5P 40 ft- 0000 C P -40 ft D F 40 ft- 15 ft 30 ft E

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.4.3P

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Question

Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for the truss shown.

Assumptions:
Given: P = P₁ = 1.2DL + 1.6LL
DL = 30 kips
H
40 ft-
Use A36 steel.
Assume there are two or three bolts in the direction of loading
There are two bolts in the transverse direction and not staggered arranged.
Use a 7/8-inch diameter bolt.
LL = 65 Kips
oooooo
B
..
1.5P
40 ft-
oooo
C
P
F
0800
D
-40 ft 40 ft
15 ft
30 ft
E

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