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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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