RCC column design using etabs – SMRF design using ACI code
CORRECTION : TAKE SHEAR REINFORCEMENT Av FROM ETABS IN (in^2/in) UNITS FOR USING THE TIES SPACING FORMULA PROVIDED IN THE VIDEO
Just see the units
Spacing (in) = [#Legs × Area ties (in^2) / [ Av by etabs (in^2/in) ]
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in^2 cancels in^2 leaving 1÷(1/in) OR simply "in" which is unit of spacing required .
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