kindly provide us with program or excel sheet how can solve Slender Column Design code ACI318
based on M-2nd order <1.4 M-1st order
and how to calculate M 2nd order from Etabs
3 results in 0.0024 seconds.
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Slender Column Design Based on ACI318
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Beam and Column Design to ACI-318 ACI-350
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Beam and Column Design to ACI-318 ACI-350
This calculation evaluates concrete members carrying both flexure and axial load using thrust-moment, or P-M, interaction diagrams