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Wind pressure

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In the design of a light warehouse located in a hurricane-prone zone, I'm faced with an important issue: It is clear that the joists and beams must be designed using the C & C pressures, but should the columns, base plates and footings be designed for the MWFRS pressures or for the C & C pressures? Please advise.
 
Thanks in advance
 
Javier Encinas
Encinas & Assoc.