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Slenderness Ratio Check For Columns By Etabs
UmarMakhzumi reacted to Badar (BAZ) for a topic
For short column, the code does not require us to consider minimum eccentricity. The accidental eccentricity has already been taken into the account in equations of design strength.1 point -
Two Way Slab Deflection
WR1 reacted to UmarMakhzumi for a topic
You can use the shorter direction of two way slab and plug it in the beam deflection formula. That would be a conservative approach. Thanks.1 point
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