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Showing results for tags 'Column forces outputs'.
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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 design moment M33 = 81.6 kNm . Also for this loading the the percentage of Steel seems to be huge. I am attaching the pics and, also the model for your reference. I will be thankful if the members please help me sort this issue. Regards SMAQ QMD-R-5-woeq.EDB
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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 punching result sheet and the correspondent moments signs appeared in the output results of the considered column. Remember that the main axes of the considered column are the default ones of Safe; axis 2 is parallel to the X axis and the axis 3 is parallel to the axis Y. The attached picture is a snapshot of the example BS 8110-97 RC-PN-001.FDB came with Safe-Verification-Design Examples. Your participation and feedback are deeply appreciated, thank you very much indeed.
