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2012 IBC Wind Deflection Limits
the case is parking canopy with cantilevered column supporting beam to make a "T" structure. the beam is designed using MWFRS wind loads- ajcarl
- Post #7
- Forum: Structural engineering general discussion
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2012 IBC Wind Deflection Limits
That is fine for component and caldding but it appears they have not addressed the change to MWFRS which I why I said to leave footnote f and say 0.6W in column heading so both component and cladding and MWFRS forces are scaled down to ASD level.- ajcarl
- Post #3
- Forum: Structural engineering general discussion
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2012 IBC Wind Deflection Limits
I am designing to 2012 IBC for the first time (solar carport) and notice that the wind deflection limits in table 1604.3 remain unchanged. But wind has changed to a strength level load so these deflection limits are now more restrictive. I think this is a mistake and instead of "W" they should...- ajcarl
- Thread
- Replies: 6
- Forum: Structural engineering general discussion
