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S 11.
NATION
Structural Calculations and Drawings:
Inverter Pad and Anchorage
Calculations: Pages 1 through 5
Drawings: Sheet SK -5
Prepared for;
Rogers Machinery Corporate Headquarters
14600 SW 72nd Ave.
Tigard, OR 97224
Prepared by:
Joseph Payne, P.E.
February 2, 2010
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Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 45.4149
Longitude = - 122.748
Spectral Response Accelerations Ss and S1
Ss and 81 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05000000074505806 deg grid spacing
Period Sa
(sec) (g)
0.2 0.942 (Ss, Site Class B)
1.0 0.338 (S1, Site Class B)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 45.4149
Longitude = - 122.748
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 =FvxS1
Site Class D - Fa = 1.123 ,Fv = 1.725
Period Sa
(sec) (g)
0.2 1.058 (SMs, Site Class D)
1.0 0.582 (SM1, Site Class D)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 45.4149
Longitude = - 122.748
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.123 ,Fv = 1.725
Period Sa
(sec) (g)
0.2 0.705 (SDs, Site Class D)
1.0 0.388 (SD1, Site Class D)
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