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STRUCTURAL DESIGN








































                                                                                                             FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCE R ) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)














































             2018 INTERNATIONAL BUILDING CODE ®                                                                  409
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