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STRUCTURAL DESIGN

















































































                                                     FIGURE 1613.2.1(3)
                RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCE ) GROUND MOTION RESPONSE ACCELERATIONS
                                                                 R
                   FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)

         408                                                                    2018 INTERNATIONAL BUILDING CODE  ®
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