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Ram SS building height for Auto Seismic load

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I have a building with a penthouse that I have framed in my model for gravity design, however for lateral I have combined the mass to my main roof level b/c I will design the penthouse lateral using Fp forces. It seems Ram is using my penthouse height in determining Ta and calculating relative Cs values for the EQLF loads.

Is there a way to control the building height used for the main LFRS??


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