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SHEAR DCR L3=L4 COLUMNS <br />ALONG GL O (NORTH) <br />72YR (50%/50YR) GROUND MOTIONS <br />SHEAR DER DISTRIBUTION <br />OK ·<· NG <br />IC i C.72 33.7,0.8 (0.8, 3.9] TO,9, 1.01 (1.0, 1.1] i 1,1. 1,26 <br />DCR <br />10 COLUMNS @ L3-L4 ALONG GL O * <br />4 TIME HISTORIES * <br />4 DIRECTIONAL COMBINATIONS PER TH * <br />MAX REPORTED FOR EACH COMBINATION (SMALLER COMP) <br />=10*4*4= 160 TOTAL ENTRIES TO EVALUATE SHEAR DCR <br />*THE DEMAND OF EACH OF THESE 160 ENTRIES WERE COMPARED TO THE <br />CORRESPONDING SHEAR CAPACITY OF THE ENTRY BASED ON ASCE41-13 EQ 10-3 <br />SHOWN BELOW. THE VAST MAJORITY ARE ADEQUATE THOUGH A PERCENTAGE <br />EXCEEDED THE UNITY CHECK, <br />Mean DCR 0.73 <br />Median DCR 0,69 <br />Total Entries 160 <br />% DCR>1.0 4.38% <br />I111/ill. lilli[\I <br />ASCE41-13 (EQ 10-3) <br />PROJECT:888 N MAIN STREET SANTA ANA SUBJECT: <br />Tomasetti REFERENCE: S18003.01 ETABS MODEL PROGRESS UPDATES SSK-20180723 <br />BY: TT DATE: 7/23/2018