For the design of architectural components (e.g., heavy suspended ceilings), the seismic design force Fp is calculated as a function of the component's weight (Wp) and what other critical factor at the point of attachment?
For the design of architectural components (e.g., heavy suspended ceilings), the seismic design force Fp is calculated as a function of the component's weight (Wp) and what other critical factor at the point of attachment?