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Showing results for tags 'beam and column failure'.
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Dear all Wat is the reason of failure of columns and beams in Shear in etabs? When I was using default design combos everything was okay but when I used Strength design combos for gravity and seismic only I.e 1.4D+1.7L and 0.9D+1.0E and then enveloped them then above mentioned condition is face...
