1. ASCE 7 – Equivalent Lateral Force Analysis

2. ASCE 7-10 (Code: “min design loads…”
3 Acceptable Seismic Procedures (choose 1):
Equivalent Lateral Force Analysis (Today)
Can use approx. bldg. T (eq )
Modal Response Spectrum Analysis (Friday)
Time-History

3. Approx. T – page 90

4. Distribution of story forces – page 91

5. Short Period Map – Fig 22-1

6. Long Period Map – Fig 22-2

7. Long Period Transition Period– Fig. 22-12 to 22-16

8. Soil Site Classes – Fa, Fv – Table 11-4-1, 11-4-2

9. https://seismicmaps.org/
Obtain the site-specific response spectrum by simply putting in the address.