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Showing results for tags 'beam column modelling offsets'.
Found 2 results
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How to apply "ECCENTRIC LOAD IN ETABS"? Like if i have a 18in*18 in column and load is applied 0.75 inch away from the centroid, how do i apply it?
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Hello, In modeling Etabs Model some times it seems that beam rest on the off center of the column.After analysis we found that beam load cant transfer in the column.Can we use link command to join the beam with column center? Is it technically sound? Thanks in advanced
