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

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

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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Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for the truss shown. 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 40 ft- H B 1.5P -40 ft- oooo C P F D 40 ft 40 ft 15 ft + 30 ft E LL = 65 Kips
Transcribed Image Text:Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for the truss shown. 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 40 ft- H B 1.5P -40 ft- oooo C P F D 40 ft 40 ft 15 ft + 30 ft E LL = 65 Kips
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