Roof Live Load - Temporary Portable Building
Roof Live Load - Temporary Portable Building
(OP)
What is an acceptable minimum roof live load requirement for a temporary office building (3 to 5 years)?
Would 10 psf be acceptable???
The construction method is modular using timber framing on steel framed floor deck supported above grade on concrete foundation pedestals. These type of building are commercially available from several manufacturers and are generally used as a short term solution for office accomodation etc.
Would 10 psf be acceptable???
The construction method is modular using timber framing on steel framed floor deck supported above grade on concrete foundation pedestals. These type of building are commercially available from several manufacturers and are generally used as a short term solution for office accomodation etc.






RE: Roof Live Load - Temporary Portable Building
RE: Roof Live Load - Temporary Portable Building
RE: Roof Live Load - Temporary Portable Building
Design it like a "real" strcuture...
RE: Roof Live Load - Temporary Portable Building
That is 3 to 5 snow seasons any of which could have a 1 in 50 year dump. If this happened you wouldnt have a leg to stand on.
csd
RE: Roof Live Load - Temporary Portable Building
RE: Roof Live Load - Temporary Portable Building