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STRUCTURAL DESIGN
FIGURE 1613.2.1(6)
RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCE ) GROUND MOTION RESPONSE ACCELERATIONS
R
FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION
(5% OF CRITICAL DAMPING)
2018 INTERNATIONAL BUILDING CODE ® 411
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