ok..so you guys are saying to use the ASCE7 commentary to expalain the definition in the IBC
so if my second assumption is correct than does that mean a building in an area of C type terrain which is say 1400 feet wide (<1500 feet) would be designed per exposure B and a building located within...
The 2006 ammendments to the Florida Building Code 2004 have recently changed the definition of wind exposure C to match the definition as listed in the IBC code. I have had many interpretations of this definition and have not had one agree with the other. I am hoping to get some feedback from...
I need to clarify my original request; I'm looking for some standardized tables to present to my client. I had questioned APA with this issue previously and was given the same response about the hand calcs. 'Jmiec' posted about research report 135, but I have not been able to locate this...
I am trying to determine the maximum allowable point load that can be applied to center of the span of 23/32" thick 48/24 rated plywood subflooring. Floor joists spaced at 24" oc. I have searched the APA web site with no luck. Any suggestions where I could find design help?
