Dear Ronald Thank you again for your support on this issue. I hope that this will be resoloved in the upcoming ASCE 7-28 version Regards Bob Naja M.ASCE Ibrahim Naja Manager Necons- www.necons.com Antelias- 70174; Lebanon ------------------------------ ...
Please see the ASCE 7 Wind Committee's response below: " It is our understanding that ASCE's Committee on Solar PV Structures has discussed this issue related to the forthcoming Manual of Practice publication. When the geometry is outside of the ...
Thank you for posting your question on the Peer-to-Peer Standards Exchange. We noticed that an engineering colleague hasn't responded yet, and we recognize how valuable timely input can be. In the meantime, you might find it helpful to explore Eaves ...
Bob This one is out of my personal area of knowledge/expertise. I have referred it to the ASCE 7 Wind Committe for consideration, and hope they can come up with answer for you. ------------------------------ Ronald Hamburger, SE Consulting Principal ...
Dear Ronald First of all thank you for the prompt reply. Frankly it mattered a lot for the specific project I am curently involved in, since the weight of the ballast was coming to be very high. On a seperate note, do you have any idea on how to address ...
Here's a brief overview: Soil Compressibility ... more
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