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Showing results for tags 'insertion point'.
Found 5 results
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Salam everyone. Does anyone know if you can modify insertion points for shell elements in SAP 2000? Regards, Haider Ali
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I placed some columns or shear walls using insertion point to be in the edge of the building but when I want to see the extruded view of 3D or plan the location of the columns and shear walls appear in the opposite location how can I fix that and this issue can affect the analysis of the model...
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Assalaam o Alliakum Everyone, I made a model in ETABs but it had beams joined at centroid of columns as shown in the pictures below. That was not the case in architectural plan. In architectural plan many beams are at edge of columns. So I used insertion point option to offset all th...
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in default condition the beam will lies at the centroid of beam and will not take any force but when we apply insertion point to fame the rebars in frame/beam significantly reduced due to reduction in moments and these moments converted into axial force in beams. is it correct way to use this featur... -
Hello everyone. I would like to model eccentricity of columns and beam but I have encountered some problems using the insertion point in Etabs. Here are my questions: 1. What is the difference between using cardinal point and joint offset? I tried to joint offset a column as if it was offset us...
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