Wind load over rive
Wind load over rive
(OP)
Is wind load any different at river shore or middle ogf river compare to the land at low elevations? Can we use the ASCE7-05 land values in ASCE for objects floating on water?
Thank you
Thank you






RE: Wind load over rive
Any valleys or hills that might cause increased wind effects?
Maine Professional and Structural Engineer. www.fepc.us
RE: Wind load over rive
The River is 4,400feet wide bank to bank
RE: Wind load over rive
RE: Wind load over rive
Mike McCann, PE, SE (WA)
RE: Wind load over rive
Thank you very much but could you please referece the section chapter of ASCE that says that please?
Is it on ASCE 7-05 or ASCE 7-10?
I dont have the code, I need to ask someone copy that particular page for me
Thank you so much.
RE: Wind load over rive
RE: Wind load over rive