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    NCSP-2015 to ASCE 7

    I need to design a steel structure in the Philippines. I've calculated seismic loads according to NSCP 2015, but the structural design must comply with ASCE 7, AISC 360, and AISC 341. In NSCP 2015, if I use R=3, seismic detailing provisions are not required. However, under ASCE 7, structures...

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