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Pinned End Fixed End 18 ft Brace|Brace 18 ft 54 ft Brace Brace 18 ft Fixed End Pinned End I Weak-axis buckling H Strong-axis

A steel column (E = 29,000 ksi) has the cross-section indicated and is supported and braced as shown. Complete the following:please do all 5 parts for getting a like

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10.5 Inch 05 inch o.s inch pinned 5 inches Steel Column E- 29,900 ksi M fireed Pinned I weak 54ft Axis The fixed Eul. Buckline zinch Ia 11 50.53 + 12 + syo.5 [0.75-3)? 0.5453 to.545[3.3)2 0.585 13-5.75 12 f 0.53x5 + 12 0 - strong Aris It 43.125 inchPcx = T2, 29,000.8 43.125 (27712321 167.580 kponds Pur x-aris = 3x (0.545) Total area q els fis incha Ocultosong Aris Por Act5 Critical Buckling which is governing the column will fool. that Berlitical minimum moment of Inertia Should Consideh . Pesi

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