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TSE Enginuering <br />S11EAR 3 DISPLACEMENT OF PO3T-FRAME BUILDING WITH ONE OPEN SIDEWALL <br />105 <br />70 <br />Ass�amptions: Roof diaphragm is rigid <br />Building has sheanvalls on ends and one side <br />Building rotates about its shear center <br />�r SHEAR CENTER <br />RIDGE <br />P_v�' -------------�------ <br />—. <br />A I --_ OPEN,SIDEWALL" I <br />L 1 ------- <br />�I 2 <br />P�AN VIEW WITH GRIDS <br />V� _ <br />GRID B <br />V (shear on sidewalp = <br />Sidewall Shearwall Length = <br />V (sidewa�l) _ <br />8 (dislance lo cnear center) _ <br />Q (shear on eac� andwall) _ <br />GRID 1 <br />Endwall Shearwall Length = <br />v (enAwall) _ <br />GRID 2 <br />Endwall Shearwall Length = <br />V (endwall) _ <br />SS (defbctio� of sidewalp = <br />SE (Oeflection ol endwai�l = <br />d= <br />4= <br />1875 Ibs. <br />1875 ibs. <br />36 ft. <br />52 plf <br />11.84 ft. <br />1358 Ibs. <br />20 ft. <br />68 plf <br />30 ft. <br />45 plf <br />0.154 in. <br />0.155 in. <br />0.194 in. <br />0.348 in. <br />�� allowable per IBC Table 1604.3 = 0.996 in. O.K. <br />Ratio 4 to H= 0.003 <br />Page: 1 <br />Job ID: <br />Wilson <br />Note: "Open Sidewall" is <br />enclosed but without qualifying <br />shearwall segments <br />ENDWALL <br />