Lecture 5 - Design of Beam, Column and Shear Wall in ETABS (Part 1) - Lectures based on NBC 105-2020 

While doing RSA, do we keep the base shear value using the Equivalent Static method for EQX and EQY or using Response Spectrum in Excel? Also, which one do you scale RS base shear with EQ ULS or EQ SLS?

Please make video on RSA by NBC

While doing RSA, do we keep the base shear value using Equivalent Static method for EQX and EQY or using Response Spectrum in Excel? Also, which one do you scale RS base shear with EQ ULS or EQ SLS?