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Thornton Tomasetti MIDDLE COLUMN OF E AND W FACES NOT MODELED NOT RELEVANT <br />FOR COLUMN STIFFNESS STUDIES BASED ON IMPOSED DRIFTS <br />09 09 CO 00 FLEXURAL <br />O 0 0 , 0 ° MODIFIER <br />EXTERIOR FRAME - GUSSET STIFFNESS EXPLICITLY MODELED <br />FLEXURAL <br />MODIFIER <br />EXTERIOR FRAME - GUSSET STIFFNESS IMPLICITLY MODELED <br />COLUMN BOTTOM END LENGTH OFFSETS. MOMENT OF INERTIA MODIFIERS <br />200 of 234