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Thornton Tomasetti 25 of 234 <br />SHEAR DCR L3-L4 COLUMNS <br />ALONG GL 2 (EAST) <br />72YR (50%/50YR) GROUND MOTIONS <br />DAMPERS ACTING AT DESIGN PARAMETERS <br />SHEAR DCR DISTRIBUTION <br />100 <br />11 COLUMNS @ L3-L4 ALONG GL 2 * <br />4 TIME HISTORIES * <br />4 DIRECTIONAL COMBINATIONS PER TH * <br />MAX REPORTED FOR EACH COMBINATION (SMALLER COMP) <br />=11*4*4= 176 TOTAL ENTRIES TO EVALUATE SHEAR DCR <br />90 <br />Mean DCR 0.71 <br />80 Median DCR 0.69 <br />Total Entries 176 <br />70 % DCR>1.0 2.84% <br />60 SEE NOTES ON WEST ELEVATION SHEET <br />50 <br />40 <br />30 <br />20 <br />10 <br />10.9.1 0] <br />fl <br />[0.6,0.71 (0 70.81 (0.8.0.91 (1.0.1.1 <br />D(- R