List of Contributions

Chris, Yes, that is exactly what I needed. I purchased ASCE7-22 this morning. We work with no jurisdictions that have referenced it here so I many be a little behind. Thank you very much, Dwayne ------------------------------ Dwayne Moench P.E., M.ASCE Senior Structural Engineer Rice MN ...

Keith, You are exactly right. I was never concerned about the canopy itself, just what appeared to be the results on the rest of the roof because the roof had a canopy. And yes, I'm referring to C&C pressures. These graphs need a better explanation that is for sure. ------------------------------ ...

Mr. Hamburger, I see you are the chair of the ASCE7 Standards Committee. If Christian's interpretation is indeed correct, would you agree that some clarification notes are necessary on the Figure 30.3-2A to 30.3-2G pages for the Overhang? Thanks, Dwayne ------------------------------ Dwayne ...

Christian, I would tend to believe what you said about affecting the overhang only, but why the different GCp values for the same area of roof between the two figures? If you note Area 1 and 2t are definitely not in an overhang area yet they have different GCp values whether you are looking at the ...

Ronald and all, I appreciate your responses. Though I am highly skeptical that such small overhangs will produce the forces as instructed by Figure 30.3 I will continue to use this 'with overhang' figure. As instructed by James below I believe a ratio of sorts should be proposed for intermediate cases. ...