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  • Users: saim
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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...
  2. saim

    Shell Element results in SAP 2000

    The units of stress out put are ton/m or kips/ft.

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