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Does the built-up member shown below have enough capacity to carry an applied load of 900kips? Also check the slenderness ratio of the tension member. The length of the built-up member is 25ft. Solve for LRFD only. Assume U=0.85, Fy=36ksi, Fu=58ksi. a PL 1/2 X 10 W12x40 PL 1/2 X 10

Does the built-up member shown below have enough capacity to carry an applied load of 900kips? Also check the slenderness ratio of the tension member. The length of the built-up member is 25ft. Solve for LRFD only. Assume U=0.85, Fy=36ksi, Fu=58ksi. a PL 1/2 X 10 W12x40 PL 1/2 X 10

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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Does the built-up member shown below have enough capacity to carry an applied load of 900kips? Also check the slenderness ratio of the tension member. The length of the built-up member is 25ft. Solve for LRFD only. Assume U=0.85, Fy=36ksi, Fu=58ksi. a PL 1/2 X 10 W12x40 PL 1/2 X 10
Transcribed Image Text:Does the built-up member shown below have enough capacity to carry an applied load of 900kips? Also check the slenderness ratio of the tension member. The length of the built-up member is 25ft. Solve for LRFD only. Assume U=0.85, Fy=36ksi, Fu=58ksi. a PL 1/2 X 10 W12x40 PL 1/2 X 10
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