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Posted: Sun May 31, 2020 1:51 pm Post subject: IS 13920 Cl 7.1 Min compressive stress
IS 13920 Cl 7.1 Min compressive stress for a column should be 0.08fck. What if it isnt? I know I should decrease the cross section but what if I get the stress equal to 0.06fck? I know I have to design it as a flexural member but what about the axial load? I have a section of 400x400 with 240kN axial load and 62kNm and -31kNm moments on it. Please help.
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