Seismic Demands in Nonstructural Components (ASCE 7)
This calc determines nonstructural component seismic design forces per ASCE 7
Output:
- Definitions
- Fp = Horizontal seismic design force applied at the center of gravity
- Wp = Component weight
- SDS = Design spectral acceleration at short periods (0.2sec)
- Ip = Component importance factor (1.0 or 1.5)
- z = Height from the point of attachment to the seismic base
- h = average roof height of the structure with respect to the seismic base
- Lookup the component parameters
- Component = Custom
- Amplification factor: ap = 1
- Response modification factor: Rp = 1
- Overstrength factor: Ω0 = 1 (for anchorage design in concrete or masonry)
- Calculate the horizontal design force, Fp
- Fp = 0.4 ap SDS Wp (1 + 2 z/h) / (Rp/Ip)
- Fp = 0.4 (1) (0.85) (250) (1 + 2 (0)/(30)) / (1/1)
- Fp = 85 lb
- Calculate the minimum and maximum force limits
- Fp,max = 1.6 SDS Ip Wp = 340 lb
- Fp,min = 0.3 SDS Ip Wp = 63.8 lb
- Result
- Fp = max[Fp,min, min(Fp, Fp,max)]
- Fp = 85 lb
Notes: