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SHEAR DCR L3=L4 COLUMNS <br />ALONG GL 13 (WES T) <br />72YR (50%/50YR) GROUND MOTIONS <br />11 COLUMNS @ L3-L4 ALONG GL 13 * <br />4 TIME HISTORIES * <br />SHEAR DCR DISTRIBUTION 4 DIRECTIONAL COMBINATIONS PER TH * <br />70 MAX REPORTED FOR EACH COMBINATION (SMALLER COMP) <br />=11*4*4= 176 TOTAL ENTRIES TO EVALUATE SHEAR DCR <br />*THE DEMAND OF EACH OF THESE 176 ENTRIES WERE COMPARED TO THE <br />CORRESPONDING SHEAR CAPACITY OF THE ENTRY BASED ON ASCE41-13 EQ 10-360 SHOWN BELOW. THE VAST MAJORITY ARE ADEQUATE THOUGH A PERCENTAGE <br />EXCEEDED THE UNITY CHECK. <br />c Mean DCR 0.65 <br />Median DCR 0.66 <br />Total Entries 176 <br />% DCR>1.0 0.00% <br />-U <br />·3 <br />20 <br />7#I <br />«·1 <br /><-'*Af€ A...ttl*6.: <br />IC.5, C. <br />OK < <br />. y *: 7: <br />(C.6, C.7 EC.,8.0,9- <br />DCR <br />1 11'fill. lilll!\ 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-20180723BY: TT DATE: 7/23/2018