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SITUATION C. A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak direction at the midheight. A992 steel is used. Determine the following: 11. Ix 12. y 13. effective slenderness ratio 14. Fe 15. LRFD design strength 16. ASD allowable strength 17 4 A= 14.4in² bf tw 0.340 in W 10 × 49 10 in d = 10 in tf = 0.560 in Ix= 272 in Iy= 93 4in" W10x49 4

SITUATION C. A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak direction at the midheight. A992 steel is used. Determine the following: 11. Ix 12. y 13. effective slenderness ratio 14. Fe 15. LRFD design strength 16. ASD allowable strength 17 4 A= 14.4in² bf tw 0.340 in W 10 × 49 10 in d = 10 in tf = 0.560 in Ix= 272 in Iy= 93 4in" W10x49 4

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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SITUATION C. A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak direction at the midheight. A992 steel is used. Determine the following: 11. Ix 12. Ty 13. 14. Fe 15. LRFD design strength 16. ASD allowable strength effective slenderness ratio 25 Z W 10 × 49 A 14.4 in² bf tw 0.340 in Ix = 272 in 4 10 in d = 10 in tf = 0.560 in Iy= 93 4in1 W10×49
Transcribed Image Text:SITUATION C. A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak direction at the midheight. A992 steel is used. Determine the following: 11. Ix 12. Ty 13. 14. Fe 15. LRFD design strength 16. ASD allowable strength effective slenderness ratio 25 Z W 10 × 49 A 14.4 in² bf tw 0.340 in Ix = 272 in 4 10 in d = 10 in tf = 0.560 in Iy= 93 4in1 W10×49
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