SEI - SEI

Seismic Maps of ASCE 7-98

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Figure 9.4.1.1 (a) Maximum considered earthquake ground motion for the conterminous United States. of 0.2 sec spectral response acceleration (5% of critical damping), site class B	1,698KB	1,378KB
Figure 9.4.1.1 (b) Maximum considered earthquake ground motion for the conterminous United States. of 1.0 sec spectral response acceleration (5% of critical damping), site class B	1,529KB	1,239KB
Figure 9.4.1.1 (c) Maximum considered earthquake ground motion for region 1 (California) of 0.2 sec spectral response acceleration (5% of critical damping), site class B	1,183KB	958KB
Figure 9.4.1.1 (d) Maximum considered earthquake ground motion for region 1 (California) of 1.0 sec spectral response acceleration (5% of critical damping), site class B	1,063KB	859KB
Figure 9.4.1.1 (e) Maximum considered earthquake ground motion for region 2 (Eastern Idaho, Western Montana, Western Wyoming, and Northern Utah) of 0.2 sec spectral response acceleration (5% of critical damping), site class B	506KB	407KB
Figure 9.4.1.1 (f)Maximum considered earthquake ground motion for region 2 (Eastern Idaho, Western Montana, Western Wyoming, and Northern Utah) of 1.0 sec spectral response acceleration (5% of critical damping), site class B	459KB	369KB
Figure 9.4.1.1 (g-1) Maximum considered earthquake ground motion for Alaska of 0.2 sec spectral response acceleration (5% of critical damping), site class B	1,797KB	1,458KB
Figure 9.4.1.1 (h-1) Maximum considered earthquake ground motion for Hawaii of 0.2 sec spectral response acceleration (5% of critical damping), site class B	1,548KB	1,255KB
Figure 9.4.1.1 (i) and Figure 9.4.1.1 (j) Maximum considered earthquake ground motion for Puerto Rico, Culebra, Vieques, St. Thomas, St. John, St. Croix, Guam and Tutuilla of 0.2 and 1.0 sec spectral response acceleration (5% of critical damping), site class B	992KB	803KB