Question 2 (2.5 marks) :- A braced column of 400 X 400 cross-section resists at the ultimate limit state an axial load o
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Question 2 (2.5 marks) :- A braced column of 400 X 400 cross-section resists at the ultimate limit state an axial load o
Question 2 (2.5 marks) :- A braced column of 400 X 400 cross-section resists at the ultimate limit state an axial load of 1040 kN and end moments of 84kN and 12kNm causing double curvature about the minor axis X-X. the column's effective leights are lex= 6.75 m and ley 8.0 m and the characteristic material strengths feu 30N/mm² and fy = 460 N/mm²