Osamasohaib
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Osamasohaib reacted to a post in a topic:
CANOPY LOAD
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Canopy will be designed in later stage by any specilaist assigned by main contractor. No, columns has to be RC. To get approval from regulatory authority, i have to assign the canopy loads correctly.
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Hi everyone I am designinga a villa, where i have a canopy which is going to be supported on RC Columns. The canopy is to be designed later by steel specialist in later stage. My query is that how can i calculate the load of canopy and apply on RC Columns in my etabs model? I have clouded columns which is going to support canopy. Thanks & Regards canopy.pdf
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Hi everyone I am designinga a villa, where i have a canopy which is going to be supported on RC Columns. The canopy is to be designed later by steel specialist in later stage. My query is that how can i calculate the load of canopy and apply on RC Columns in my etabs model? I have clouded columns which is going to support canopy. Thanks & Regards canopy.pdf