Problem 02Determine the LRFD design strength and the ASD allowable strength for each of the compression members shown. Use the AISC Specification and asteel.ULa. W12 x 120 with KL = 26 ft.HSSb. HP10 x 42 with KL = 20 ft.c. WT8 x 50 with KL=24 ft.W12 X 6519 ft 6 in6x6x1/9 ft 3 inF, = 50 ksi2.3 Fy= 40 ksiT2.1 Fy=40 ksiTIIL2.2 Fy=50 ksi

Answered: Image /qna-images/answer/03970a04-8bdb-4c6e-872b-ceb356a13fb8.jpg

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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