hwa0725
Subscriber

Hi Peter, 


 


Thanks very much for your reply!


My apologies for confusion! The pressure load of 110897 Pa is actually a wind pressure (windward pressure + leeward pressure (suction)) that is acting of the thin side (72m x 0.275m) of a concrete shear wall. Also I have attached picture for my hand calculation and the a test model in .wbpz format. Thanks and appreciate your help!