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AXIAL <br />ENGINEERING <br />GROUP, INC. <br />SHEET: <br />DATE:10/25/2012 <br />PROJECT:CATALINA <br />7251 OWENSMOUTH AVE. #4 STRUCTURAL & CIVIL DESIGN <br />CANOGA PARK, CA 91303 <br />TEL: (818) 902-0200 FAX: (818) 902-0232 EMAIL: info@aeg-inc.net <br />JOB No:212-013 <br />ENGR:LQ <br />SHEARWALL SUMMARY <br />(ASD) Total Shear <br />Wall Shear Tributary Total Force Force (#) x Resisting Force ShearWall Holdown <br />Number Force (#/ft.) Width (ft.) (#) .7 Wall (ft.)(#m.)Type Type Uplift (#)Remarks <br />Tower <br />Tl 196 16 <br />3136 2195 28 112 E -783 <br />T2 196 16 <br />3136 2195 28 112 E -783 <br />196 16 <br />3136 2195 28 112 E -783 <br />T4 196 16 <br />3136 2195 28 112 E - -783 <br />Main Structure <br />Swl 538 40 <br />21520 15064 64 235 E <br /> SW2 629 40 <br />25160 17612 31 568 H HDU14 <br />1,849 <br />HDU14 CAPACITY <br />3,529 11,194 <br />HDU14 CAPACITY <br />11,194 <br />HDU14 CAPACITY <br />11,194 <br />SW3 643 41 <br />26363 18454 31 595 H HDU14 8,963 <br /> SW4 537 41 <br />22017 15412 31 497 H HDU14 7.393 <br />111