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A Given: P = P₁ = 1.2DL + 1.6LL DL= 30 kips 40 ft- H Joooooo B 1.5P 40 ft- Techipe oooo C 40 ft D F 40 ft- 15 ft 30 ft E LL = 65 Kips

A Given: P = P₁ = 1.2DL + 1.6LL DL= 30 kips 40 ft- H Joooooo B 1.5P 40 ft- Techipe oooo C 40 ft D F 40 ft- 15 ft 30 ft E LL = 65 Kips

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question in 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
Transcribed Image Text: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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