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Hello, In determining the seismic forces and design shears for a building, which method will give us a higher base shear and seismic forces (ELF or Modal Response Analysis)?

So the force distribution along each side of the building diaphragms will not change. Thank very much!

Hello all, Does the seismic force distribution change between the North-South direction and the East-West direction? If I have the same seismic resisting force system for the both directions in my building. The building is rectangular moment resisting frame without irregularities. Thanks,