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Thornton Tomasetti 26 of 234 <br />SHEAR DCR L3-L4 COLUMNS <br />ALONG GL O (NORTH) <br />72YR (50%/50YR) GROUND MOTIONS <br />DAMPERS ACTING AT DESIGN PARAMETERS <br />SHEAR DCR DISTRIBUTION <br />50 <br />40 <br />30 <br />20 <br />10 <br />n <br />10 COLUMNS @ L3-L4 ALONG GL O * <br />4 TIME HISTORIES * <br />4 DIRECTIONAL COMBINATIONS PERTH * <br />MAX REPORTED FOR EACH COMBINATION (SMALLER COMP) <br />=10*4*4= 160 TOTAL ENTRIES TO EVALUATE SHEAR DCR <br />Mean DCR 0.80 <br />Median DCR 0.76 <br />Total Entries 160 <br />% DCR>1.0 7.50% <br />SEE NOTES ON WEST ELEVATION SHEET <br />(1.0.1.11[0.6. 0.71 (0,7,0.81 (0.8.0.91 (0.9.1.0](1.1.1.2](1.2, 1.1 <br />DC R