Seismic Loads to ASCE 7-05 & IBC2006
| Occupancy Catagory: | IBC 2006, Table 1604.5 | ||
| Importance Factor: | ASCE 7-05 Table 11.5-1 | ||
| Soil Site Class: | IBC 2006, Table 1613.5.2 | ||
| Spectral Acceleration (Ss) | ASCE 7-05 Figures 22-1 to 22-14 | ||
| Spectral Acceleration (S1) | ASCE 7-05 Figures 22-1 to 22-14 | ||
| Site Coefficient (Fa): | IBC 2006 Table 1613.5.3(1) | ||
| Site Coefficient (Fv): | IBC 2006 Table 1613.5.3(2) | ||
| Maximum Spectral Response Accelerations (SMS): | g | IBC 2006 Eqn 16-37 | |
| Maximum Spectral Response Accelerations (SM1): | g | IBC 2006 Eqn 16-38 | |
| Design Spectral Response Accelerations (SDS): | g | IBC 2006 Eqn 16-39 | |
| Design Spectral Response Accelerations (SD1): | g | IBC 2006 Eqn 16-40 |
Graph below assumes the long period transition period is 4s