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Design Maps Detailed Report <br />Page 3 of 6 <br />Equation (31.4 1): S� = Fso - 1 000 x 1.473 = 1.473 g <br />Equation (31.42): S.,= AS, =1.500 x 0.590=0.310a <br />Section 11.4.4 — Design Spectral Acceleration Parameters <br />Equation (31.43): Sg=96S�=%x1.4]3=o.935a <br />Equation (31.4-4): So,=96S.,=9Gx0810-o.540a <br />Section 11.4.5 — Design Response Spectrum <br />From Figure 99-19"' T, = 3 semnds <br />Figure 114-1 Design ResponseSoper ur, <br />T R,: Sr=Sy (OA40a T/Ta ) <br />�_G955� To5T51p5:5.=Su <br />Ta T,:S.=SgT,/T+ <br />T,-0110 R-0549 �I �/ <br />di Hpmd61-earthquake ornagspov/deslpnmaps/us/report php9@mpla@=minimal&latitude-33 ]]55658,1 10/25/2018 <br />