Live load distribution
Live load distribution
(OP)
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)?
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)?






RE: Live load distribution
RE: Live load distribution
My email address is: v_o_hai@yahoo.com
RE: Live load distribution
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