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Rooftop Structural Design Report February 16, 2023 <br /> Project Number:DSH-062R1/2204047 Page 21 <br /> b. Gamma Sector <br /> \— EIOSTNG sr cAsE <br /> ■ <br /> AI.POST <br /> M CRO6) <br /> 14 <br /> PROPOSED IE 3 4-1/2.4-4/30/1S. <br /> r LONG SEEM(T».OP 3) QQ <br /> II <br /> a•roar <br /> 1' PROPOSED$/S%Amb <br /> yt flW D NCO 7/MS NIGPOED MSS.-t/ts.-t/Lu/t5, <br /> r Earw amc <br /> s/+e> N.: <br /> (ma.PEN":rto Kama <br /> aornECIIGPO <br /> \I...4.. 6 ... <br /> ,..., <br /> .• �r fL <br /> 1 //I <br /> dink / PROPOSED AY) <br /> C,,.r coupe SOODEN ANGIL neN o0 <br /> j/ CTw.or 4 POI SIDNNtO) <br /> ! IM MO WALL PROPOSED PT IPS BLOCKING <br /> \—[%tST1NO WOODEN JOIST(P.V.) SENRLI ENDS <br /> LC Node Label X[lb] Y[lb] 1 lib] MX(lb h] MY[lb(:] MZ lib-h) Shear Ltd Tendon[lb] <br /> 11X)1.-0.6W12 N172 •281934 22.083 -67.399 0 0 0 17.7 -70.5 <br /> 1.COL-0.6WL2 N173 370484 88.714 -966926 0 0 0 242.7 0.0 <br /> 1.COL-0.6W12 N174 293.987 722.601 -437.795, 0 0 0 211.2 0.0 <br /> 0.601+0.6WLX N172 -436.267 -490.538 54.477 0 0 0 123.4 -109.1 <br /> 0.601.0.6WLX N173 -1311.62 823.448 -239.148 0 0 0 2144 -327.9 <br /> 0,601*0.6W'LX N174 37.168 43399 -16.248 .. 0 0 11.6 00 <br /> Shear per Bolt = 550.4 <br /> Tension per Bolt = 312.8 <br /> Shear Capacity = 550.4/ 1049 = 52.5% [OK!] <br /> Tension Capacity = 312.8/ 1244 = 25.1% [OK!] <br /> 'Lu <br />