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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. 114 a. W12 X 120 with KL = 26 ft. b. HP10 x 42 with KL = 20 ft. c. WT8 X 50 with KL=24 ft. HSS 6x6x¹ W12 X 65 19 ft 6 in 9 ft 3 in F, = 50 ksi 2.3 Fy= 40 ksi 7777 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. 114 a. W12 X 120 with KL = 26 ft. b. HP10 x 42 with KL = 20 ft. c. WT8 X 50 with KL=24 ft. HSS 6x6x¹ W12 X 65 19 ft 6 in 9 ft 3 in F, = 50 ksi 2.3 Fy= 40 ksi 7777 2.1 Fy=40 ksi 2.2 Fy=50 ksi

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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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. UL a. W12 x 120 with KL = 26 ft. HSS b. HP10 x 42 with KL = 20 ft. c. WT8 x 50 with KL=24 ft. W12 X 65 19 ft 6 in 6x6x1/ 9 ft 3 in F, = 50 ksi 2.3 Fy= 40 ksi T 2.1 Fy=40 ksi TIIL 2.2 Fy=50 ksi
Transcribed Image Text: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. UL a. W12 x 120 with KL = 26 ft. HSS b. HP10 x 42 with KL = 20 ft. c. WT8 x 50 with KL=24 ft. W12 X 65 19 ft 6 in 6x6x1/ 9 ft 3 in F, = 50 ksi 2.3 Fy= 40 ksi T 2.1 Fy=40 ksi TIIL 2.2 Fy=50 ksi
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