Cantilever Steel Canopy
Cantilever Steel Canopy
(OP)
I need to design a cantilever steel canopy , span 8.48m and width 2.2m
Plese help me to calculate wind load as per ASCE 7 , I calculated qh as 0.932kN/m2 .
How to choose wind pressure coefficients as per ASCE .??which figure should I refer for coefficients?
Please help , I am designing canopy for the first time .
Thanks
Plese help me to calculate wind load as per ASCE 7 , I calculated qh as 0.932kN/m2 .
How to choose wind pressure coefficients as per ASCE .??which figure should I refer for coefficients?
Please help , I am designing canopy for the first time .
Thanks






RE: Cantilever Steel Canopy
Do you have a more senior engineer available to review your work? We can only provide general advice here. We cannot do a detailed review of your work.
RE: Cantilever Steel Canopy
At first glance it may appear these are for roofs with a slope.....but you can use them for when the slope is 0.
RE: Cantilever Steel Canopy
RE: Cantilever Steel Canopy
Length 8.48 m
width 2.28 m
Code ASCE 7-05
Canopy location is at first floor level at 5.5 .which wind coefficients should be considered ?
RE: Cantilever Steel Canopy
RE: Cantilever Steel Canopy
The canopy is flat with building