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Thanks for the quick reply @sticksandtriangles ! For most of the walls the torsion load is somewhere between 0-50 kft at the bottom of the pier output, with a couple outliers at around 125 kft. For the top of wall pier output however most are around 0-80 kft (most closer to 0 still) and a...

Hello! I am working on a concrete podium building 1 story of concrete podium slab over concrete shear walls with 5 stories of CFS shear wall system above. The building is very narrow, so we have extreme torsional irregularity. Using MRSA for shear wall design I am using ETABS to get the...