PLEASE ANSWER ASAP SITUATION C.A built-up section shown, 30 feetlong, is fixed at both ends andbraced in the weak direction at themidheight. A992 steel is used.Determine the following:11. Ix12. Ty13.14.Fe15. LRFD design strength16. ASD allowable strengtheffective slenderness ratio25ZW 10 × 49A 14.4 in² bftw 0.340 inIx = 272 in 410 in d = 10 intf = 0.560 inIy= 93 4in1W10×49

Given data: Section properties- Ix=272 in2, Iy=93.4 in2, Ag=14.4 in2

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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