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Thornton Tomasetti <br />' I ' ' 1 <br />146 5 I 1454 146 9 <br />296.8 .292 1 L_2919 <br />886 1 98 5 <br />11 <br />61 1 1j -911 2 1-1-,16 -107 <br />56 J 91 406 9 -9,6 - <br />IMPLICIT GUSSET <br />MODELING COLUMN SHEARS - GUSSET STIFFNESS EXPLICITLY MODELED <br />ACHIEVES <br />COMPARABLE -- - <br />FORCE <br />DISTRIBUTION <br />$ <br />8$ 8 1118 112 1 85 9 85 9 1118 112 t <br />56 6 <br />COLUMN SHEARS - GUSSET STIFFNESS IMPLICITLY MODELED <br />COLUMN BOTTOM END LENGTH OFFSETS. MOMENT OF INERTIA MODIFIERS <br />.............. <br />201 of 234 <br />CLr-- <br />1 I. <br />n 614 <br />6 9