A. For the following tensioned loads Ta=80kips and T-120kips and by using LRFD method, select W10- shape to be used as a 20ft long. The member will be connected by a transverse weld only at web of section. Use steel type A36. B. Use LRFD method to design member (BC) in truss shown to carry the load shown in figure, use double equal angle shape (2L4) back to back Assume welded connections is used and U=0.8 with A36 steel. B Pp 30 kips P₁-60 kips -20 ft- -20 ft- 15 A

A. For the following tensioned loads Ta=80kips and T-120kips and by using LRFD method, select W10- shape to be used as a 20ft long. The member will be connected by a transverse weld only at web of section. Use steel type A36. B. Use LRFD method to design member (BC) in truss shown to carry the load shown in figure, use double equal angle shape (2L4) back to back Assume welded connections is used and U=0.8 with A36 steel. B Pp 30 kips P₁-60 kips -20 ft- -20 ft- 15 A

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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SOLVE FOR1 HR
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