Wind Loads on Buildings with exp. joints
Wind Loads on Buildings with exp. joints
(OP)
Hello,
Does anyone know where is the provision that states that method 2 (Buildings of all heights) cannot be used for buildings with expansion joints? Or is it implicit by the load cases in figure 6-9?
Thanks
Does anyone know where is the provision that states that method 2 (Buildings of all heights) cannot be used for buildings with expansion joints? Or is it implicit by the load cases in figure 6-9?
Thanks






RE: Wind Loads on Buildings with exp. joints
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