WAC 51-50-1613
Section 1613 -- Earthquake loads.
1613.7 Modification of ASCE 7. ASCE 7-05 including Supplement
#1 is modified according to this section.
1613.7.1 The following equations found in Section 12.8 and
Section 15.4 expressing limitations for the seismic response
coefficient Cs shall be defined as follows:
| Equation 12.8.5 |
Cs = 0.044SDSI≥0.01 |
| Equation 15.4.1 |
Cs = 0.044SDSI≥0.03 |
| Equation 15.4.3 |
Cs = 0.044SDSI≥0.01 |
[Statutory Authority: RCW 19.27.190, 19.27.020, and chapters 19.27 and 34.05 RCW. 08-01-110, § 51-50-1613, filed 12/18/07,
effective 4/1/08.]