should i include sidewall pressure for MWFRS design
should i include sidewall pressure for MWFRS design
(OP)
basic question about wind load enclosed structure which i rarely do. i usually do open structure.
anyway, i know sidewall wind cancel out but am a little confuse whether i should add the sidewall wind load pressure in my staad model and let it cancel out in the foundation reaction.
anyway, i know sidewall wind cancel out but am a little confuse whether i should add the sidewall wind load pressure in my staad model and let it cancel out in the foundation reaction.






RE: should i include sidewall pressure for MWFRS design
fig 6-9 case 1 have me confuse.
RE: should i include sidewall pressure for MWFRS design