Hi guys,
I would like to know is it necessary to consider the internal pressure for the lateral wind load calculation for designing this canopy...
Please help..
Hi,
I need help on how to calculate the wind load acting over the fin structure extended from building elevation as shown in the drawing.
I am referring ASCE 7-10 components & cladding for designing the building facade but i am not sure i can apply the same wind load over fin structure
is it ok...
Thank you all,
I agree with you david and ron, its better to consider full Cp value neglecting the shelter factor because of top slab but is it ok if i consider the canopy in category B than in C because the building is near to the sea and its a high rise building (100 meter high which is...
Thanks Dave,
I have attached the canopy section drawing as you can see the canopy is cladded by composite panel under the slab.
According to ASCE i am getting wind pressure as 1.464 kPa and Cp value (from NJ cook text book to be +0.93 & -1.3) but because of slab on top i dont think we need to...
Hi,
I am designing the canopy structure which comes under the 1st floor balcony slab (assume that canopy is under the slab exposed to wind pressure in which canopy is not exposed to positive wind pressure from top).. the canopy is supported by the top slab (balcony slab).
my query is how do i...
