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  1. saim

    Response modification factor for cast in place concrete silo

    We are designing a cast in-place concrete silo having wall continuous to foundation, as per UBC 1997. Table 16-P specifies a response modification factor "R "of 3.6 for " Cast in place concrete silos and chimneys having walls continuous to foundations" as 3.6. The same table in very next line...

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