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Pinned End LILIL Fixed End 18 ft Brace | Brace 18 ft 54 ft Brace|||Brace 18 ft Fixed End Pinned End I Cross-section Weak-axisA steel column (E = 29,000 ksi) has the cross-section indicated and is supported and braced as shown. Complete the following:

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5 inch A os I 5 t05 in strong this Mement q Irechia S - sos SA0-53 S H 12. 10-46875 toon 9nad ks 커 gy Wee Momert of Inertiawe know that 3 . Pa = AZED (KL)² = Ta Per AZER (KL)2 ** A = 5*0.5-427 5*0.5 = 7.5 in 2 P To fos strong anis = 13 93000* 10.4657 Gitical Buckling load- Pa Per = min I rą X Area o.9514* 7.5 Pa 11 to 1357 त column wel fail, when it reacher 7.1357k by bu

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