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live load distribution
hi all!
i have a question about live load distribution according with aci318 and asce7 (i am not familiar with the codes).
when designing r.c moment frame of 3 story building, should i check the structure for all combination of live load that may critical (checkerboard distribution of live load)?
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hi vohai
i tried to send you some to your email address given above. but your email address is not correct, i guessed. some error during sending occur.
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