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In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?
Hello engineers of this nation, I just want to ask if at what length does etabs provides in concrete design result in shear reinforcemnt in I-end, mid, J-end. Is it 0.3L?
Good day, what is the difference between sway intermediate, sway special, sway ordinary and nonsway in etabs frame type?
