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
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Chapter2: Loads On Structures
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Determine the LRFD design strength and the ASD allowable strength for each of the compression members shown. Use the AISC Specification and a steel.
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× 120 with KL =26 ft.
b. HP10× 42 with KL=20 ft.
HSS
6 × 6 x
9 ft 3 in
c. WT8× 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
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. a. W12× 120 with KL =26 ft. b. HP10× 42 with KL=20 ft. HSS 6 × 6 x 9 ft 3 in c. WT8× 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
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