ce.agp_03
Structural
- Sep 12, 2019
- 3
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 force retain at 0.5CaID?
Many thanks.
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 force retain at 0.5CaID?
Many thanks.
