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Showing results for tags 'Column forces outputs'.
Found 2 results
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Need Urgent help regarding Column Design Issue. I am working on G+4 Building Model where I am struck in the output of one particular column, whose design and analysis Moments are not MAtching. I checked my model several times but could not find the bug. The Analysis Moment M33 = 1.7 kNm and des...
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Dear Esteemed Fellows users of Safe program: Most international codes (including ACI, BS, ...) consider the impact of moments when calculating the punching shear stress in the Flat-Slabs. Referring to the attached picture, Is there any mistake in the sign of the considered moments in the punchin...
