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live load distribution
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)? check out our whitepaper library. please leave your email address. i will sent to you some. thank you for your help. 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. pls leave your email again |
所有的时间均为北京时间。 现在的时间是 12:56 PM. |