bassplayer45
Well-known member
Problem 125 Structural.
Does anyone else agree with me that only the weight of the 120 foot long walls should be included in the total seismic weight? Since it specifically says N-S ground motion, the shear in the 60 foot walls stays in those walls, and only the 120 foot long walls weight contributes? Or am i over thinking this problem?
Thanks
Does anyone else agree with me that only the weight of the 120 foot long walls should be included in the total seismic weight? Since it specifically says N-S ground motion, the shear in the 60 foot walls stays in those walls, and only the 120 foot long walls weight contributes? Or am i over thinking this problem?
Thanks