Problem 02 Determine the LRFD design strength and the ASD allowable strength for each of the compression members shown. Use the AISC Specification and a steel. a. W12 x 120 with KL =26 ft. b. HP10X 42 with KL = 20 ft. HSS 6 x 6 x 9 ft 3 in c. WT8 X 50 with KL=24 ft. W12 x 65 19 ft 6 in F, = 50 ksi 2.3 Fy= 40 ksi 2.1 Fy=40 ksi 2.2 Fy=50 ksi

Problem 02 Determine the LRFD design strength and the ASD allowable strength for each of the compression members shown. Use the AISC Specification and a steel. a. W12 x 120 with KL =26 ft. b. HP10X 42 with KL = 20 ft. HSS 6 x 6 x 9 ft 3 in c. WT8 X 50 with KL=24 ft. W12 x 65 19 ft 6 in F, = 50 ksi 2.3 Fy= 40 ksi 2.1 Fy=40 ksi 2.2 Fy=50 ksi

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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