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Thornton Tomasetti <br />LOCAL HIGH 'REVERSE SHEARS' ARE UNREALISTIC, BUT EVEN IF THEY WERE TO OCCUR, AT THOSE LOCATIONS <br />COLUMNS ARE WELL WRAPPED FOR ANCHOR RODS SO COLUMN SHEAR CAPACITY OK <br />k <br />166.4 166.4 <br />-19/U////---- <br />60.9 6-5 \ / I / 61.5 <br />111-1«*=80.5 -107/ --I *-88.6 X.-80.6 -1072 - - I *80.5 *- <br />MODEST SHEARS AT END <br />'GLAZED, UNWRAPPED' <br />COLUMNS <br />COLUMN SHEARS (IN K-FT) <br />LOCALLY HIGHER COLUMN MOMENTS OK BASED ON LOW DCR VALUES FOR SIMPLER MODEL <br />5 .7 5 .7 <br />.4 /619.3 78202 20.2 <br />1®fl -/19.4 472.4 461.1 <br />* <br />COLUMN MOMENTS (IN K-FT)190 of 234 <br />606