Note: Verify your answer by solving ØP, 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. n: P = P = 1.2DL + 1.6LL DL = 30 kips LL = 65 Kips H F 15 ft 30 ft E B D - 40 ft - 40 ft 40 ft– 40 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Select an economic single unequal-leg-angle section for the tension member BH and GC for the truss shown.

Note: Verify your answer by solving ØPn
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.
Given: P = P, = 1.2DL + 1.6LL
DL = 30 kips
LL = 65 Kips
H
F
15 ft
30 ft
A
E
Jo000
B
C
D
-40 ft
40 ft-
40 ft-
- 40 ft-
1.5P
Transcribed Image Text:Note: Verify your answer by solving ØPn 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. Given: P = P, = 1.2DL + 1.6LL DL = 30 kips LL = 65 Kips H F 15 ft 30 ft A E Jo000 B C D -40 ft 40 ft- 40 ft- - 40 ft- 1.5P
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