PLS ANSWER ASAP THANKS! 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.Ky13.effective slenderness ratio14.Fe15.LRFD design strength16. ASD allowable strength184 W10 × 49A 14.4 in² bf 10 in d. 10 intw 0.340 in tf 0.560 inIx= 272 in¹ Iy=93 4in¹W10×54A 15-3 in² bf 10 in d = 10 lintw0-370 in tf0.615 inIx= 303 in 4Ty = 103 in 1

Following are the given information. Section properties- Ix=272 in2, Iy=93.4 in2, Ag=14.4 in2

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. ry 13. effective slenderness ratio 14. Fe 15. LRFD design strength 16. ASD allowable strength A ZW₁0 W 10 × 49 a A 144 in² bf 10 in d. 10 in tw 0.340 in tf 0.560 in Ix= 272 in ¹ Iy 93 4in¹ W10×54 A. 15.3 in bf te 0-370 in Ix-303 in 10 in d = 10 1in tf 0.615 in Iy 103 in 1

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. ry 13. effective slenderness ratio 14. Fe 15. LRFD design strength 16. ASD allowable strength A ZW₁0 W 10 × 49 a A 144 in² bf 10 in d. 10 in tw 0.340 in tf 0.560 in Ix= 272 in ¹ Iy 93 4in¹ W10×54 A. 15.3 in bf te 0-370 in Ix-303 in 10 in d = 10 1in tf 0.615 in Iy 103 in 1

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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