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e y Design of Columns 406 Chap. 7 7.12 For each of the three column sections shown in Fig. P7.12, determi ine the axial load

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に4 ks; 6o ksi 215th 620 4 x20 374 Is7 and ele mal pend arp4xTy X2 20 Xo.15. ha 3169.9 2D 3115.57 ec17 3.83千K Po 1 Pt Paua

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e y Design of Columns 406 Chap. 7 7.12 For each of the three column sections shown in Fig. P7.12, determi ine the axial load capacity Pu if the load is applied at an eccentricity of ex 8 in. 8#9 15&#...
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