Open Buildings
Open Buildings
(OP)
ASCE 7-05 has tables for Open Buildings for pitched roofs.
All the MWFRS tables for open roofs have values for Load Case A and Load Case B. I can not find anywhere in the document where they define what Load Case A and B are and why the values differ so much. Does anyone know what these load cases are?
All the MWFRS tables for open roofs have values for Load Case A and Load Case B. I can not find anywhere in the document where they define what Load Case A and B are and why the values differ so much. Does anyone know what these load cases are?






RE: Open Buildings
RE: Open Buildings
RE: Open Buildings