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Design a slender braced column subjected to uniaxial bending factored normal load 1650KN and first order equivalent constant moment 130kNm. L=7m and Le=0.7L, material data
Design a slender braced column subjected to uniaxial bending factored normal load 1650KN and first order equivalent constant moment 130kNm. L=7m and Le=0.7L, material data C 30
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Advanced Solid State Physics
Authors: Philip Phillips
1st Edition
036715725X, 9780367157258
