why is sidewall pressure ignored in MWFRS wind?
why is sidewall pressure ignored in MWFRS wind?
(OP)
for global MWFRS wind analysis, why is sidewall pressure ignored per fig 6-6 of ASCE?
they may cancel out but the effect is there specially for isolated foundation?
they may cancel out but the effect is there specially for isolated foundation?






RE: why is sidewall pressure ignored in MWFRS wind?
Mike McCann
MMC Engineering
RE: why is sidewall pressure ignored in MWFRS wind?
RE: why is sidewall pressure ignored in MWFRS wind?
I might be able to see the point for a system that has wind girts framing into the columns instead of a facade spanning from foundation to floor and then between floors.
RE: why is sidewall pressure ignored in MWFRS wind?
RE: why is sidewall pressure ignored in MWFRS wind?
RE: why is sidewall pressure ignored in MWFRS wind?
RE: why is sidewall pressure ignored in MWFRS wind?
Why the distinction between pre-engineered and otherwise? The wind doesn't know the difference.