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  1. Jason.A

    Using RISA To Analyze Seismic Forces on Steel Framing with Equivalent Lateral Force Procedure

    I'm looking for confirmation on my design strategy using RISA 3D. And if this is an acceptable practice. I'm designing a steel pipe rack located inside a building subject to seismic loads under category D. The rack has 2 levels and runs along the inside perimeter of the building over an aisle...

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