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� r_; <br />TSE Enyineeriny <br />- � : .�. • '' � :�... � i ill a •i •'. . � � <br />a _ <br />Assumptions: Rr,of diaphragm is rigid <br />Building has shearvvalls on sides and one end <br />Building rotates about ils shear center <br />�:1 <br />Job ID: <br />Martin <br />B <br />I <br />SHEAH CENTER� -_ RIDGE I <br />—�--'� <br />� <br />�—"OPEN ENDWALL" <br />q Note: "Open Endwali" is <br />— t enclosed but without qualifying <br />1I P=VT 2I shearwall segments <br />PLAN VIEW WITH GRIDS <br />VT = <br />GRID 1 <br />V (aMar on endwal!) _ <br />Endwall Shearwall Length = <br />v (endwalp = <br />8 (distence to shear center) _ <br />Q (slxar on each aidewall) _ <br />GRID A <br />Sidewall Shearvwall Length = <br />v (sidewa�p = <br />GRID <br />Sidewall Shearwall Length = <br />v tsdewau) _ <br />aE (dellection of endwell) _ <br />SS (defleUion of sidewalq = <br />d= <br />A= <br />� aliowable per IBC Table 1604.3 = <br />Ratio � to H = <br />1549 Ibs. <br />1549 Ibs. <br />16 ft. <br />97 plf <br />10.80 ft. <br />1046 Ibs. <br />24 ft. <br />44 plf <br />12 ft. <br />87 plf <br />O.1S8 ir+. <br />0.154 in. <br />0.461 in. <br />0.620 in. <br />0.996 in. O.K. <br />0.005 <br />_ - - - .W <br />_,_ ,;;__ - _--= _�-- -- <br />