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Showing results for tags 'displacement'.
Found 4 results
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I need to check the torsional irregularity but I can't find the Story Max/Avg Displacements Report
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What are some ways to reduce lateral displacement of column, In case i couldnt add lateral bracing to my building and have already got the column orientation in right position(column axis to resist force)?
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Hi, I was wondering why in some cases when i want to check torsional irregularity in etabs and use Story Max/Avg Drift from Modal explorer, the software shows both Y and X direction ratio for Earthquake in X direction Or vice versa. as far as i know when checking for EX with plus and minus Eccentricities, it should only report ratios for X direction not Y! i should mention that this happen only in few cases!! in most of the time software report only X direction ratio for EX! thanks in advance for your time.
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AOA hope you will be fine how to calculate building joint displacement from etabs specially for EQ loading and what are the code allowable limits for that .?
