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  1. ce.agp_03

    Cantilever Vertical Component of Earthquake UBC

    Hello. It says in UBC code that horizontal cantilever components shall be designed for a net Upward force of 0.7CaIWp, does this mean that I should replace the value of Ev = 0.5CaID with the 0.7CaIWp at upward direction? Does this also apply for the reversal of loads? If so, should Downward...
  2. ce.agp_03

    Cantilever Vertical Component of Earthquake

    Hello. It says in UBC code that horizontal cantilever components shall be designed for a net Upward force of 0.7CaIWp, does this mean that I should replace the value of Ev = 0.5CaID with the 0.7CaIWp at upward direction? Does this also apply for the reversal of loads? If so, should Downward...
  3. ce.agp_03

    Vertical Component of Earthquake

    Hello. It says in UBC code that horizontal cantilever components shall be designed for a net Upward force of 0.7CaIWp, does this mean that I should replace the value of Ev = 0.5CaID with the 0.7CaIWp at upward direction? Does this also apply for the reversal of loads? If so, should Downward...

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