Dear All,
I am on a scope of designing a mono slope shade to support solar panels, I was checking wind loads acting on this shades and I found that there is a big difference in pressure coefficients from ASCE 7-10 and BS 6399, For example for 15 deg Slope the BS is giving The CP as +0.7 and -1.1...
Hello,
I am checking the design of glass curtain walls mainly subjected to wind loads using ASTM E1300 , I am confused about the long and short duration loads . I understood that short duration load is considered to be acting for 3 secs and long duration for 30 days (correct me if I am...
Hi,
I have 2 perpendicular walls which for some reason cannot be cast simultaneously and according to design drawings the connection between he two walls is a stiff connection, thus dowels must pass through shutters is there any way to do this (other than couplers)? with considering a dowel...
