satyajitmhatre
Structural
- Nov 2, 2019
- 1
Hello All,
What is the approximate percentage of Vertical Component of Base Shear (EQ-Z) of Maximum of Horizontal Base Shear (In X or Y direction) or Seismic Weight should we get in RCC Buildings (as a thumb rule) ?
Many Thanks,
Satyajit
What is the approximate percentage of Vertical Component of Base Shear (EQ-Z) of Maximum of Horizontal Base Shear (In X or Y direction) or Seismic Weight should we get in RCC Buildings (as a thumb rule) ?
Many Thanks,
Satyajit