kmart30
Structural
- Apr 28, 2016
- 183
I am trying to determine whether I need to use the Ct temperature factor for roofing fasteners into plywood. Uplift is my controlling factor and I am not sure I need to apply this or not. During a wind event I doubt the temp. will be above 100 degrees but the NDS does say something about "sustained exposure". Roof is in Florida and I know it will probably stay over 100 degrees for most of year but when the fastener is going to see its max load I doubt it will be over 100 degrees....any thoughts on this?