I have one query Sir. While multiplying the factor 9.83 something at the end that is obtained corresponding to x direction right so it should be multiplied only with U1 in the RS load case pattern. Why you multiplied it with U2 also, for U2 which is in y direction the value should be calculated first in y direction and then it should be multiplied no? Please clarify, a bit confused.
Very useful sir, Helps alot.
So nice sir
Great video. Thank you. But how did you get the total equivalent X base shear? Do we have to define it? If yes, Please explain how.
I have one query Sir. While multiplying the factor 9.83 something at the end that is obtained corresponding to x direction right so it should be multiplied only with U1 in the RS load case pattern. Why you multiplied it with U2 also, for U2 which is in y direction the value should be calculated first in y direction and then it should be multiplied no? Please clarify, a bit confused.
If you go to the SAP2000 manual, it is explained to define like this. Please check.
Request to respected sir
Sir will you share link of vedio about earthquake analysis by static equilvalent method as per is1893-2016
Sorry, I am not familiar with Indian Standards