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ideCAD select the earthquake ground motion level that you will determine from Chapter 11.2 MCER, and use to define horizontal and vertical elastic design spectrum automaticaly. It uses two-third of the MCER.

According to ASCE 7-16, design response spectrum determined by multiplying the risk-targeted maximum considered earthquake (MCER) response spectrum by (2/3).

Yukarıdaki menüde referans maddesi olarak 11.2 yazmalı.

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