Select an economic WT shape 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 B D 40 ft- + 40 ft 40 ft- 40 ft- 1.5P P

Select an economic WT shape 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 B D 40 ft- + 40 ft 40 ft- 40 ft- 1.5P P

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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