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Seismic Sedign: When to use SMF vs IMF

Seismic Sedign: When to use SMF vs IMF

Seismic Sedign: When to use SMF vs IMF

(OP)
Am I correct that the major factors that determine when to use special vs. intermediate vs. ordinary lateral force resisting systems (R>3) is ASCE 7-05 Table 12.2-1, the Seismic Design Category and the Height of the structure.
 

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