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COBRA WALKWAY _ I March 27, 2013 <br />�Laterai Calculation Key_ � <br />�-------------- � <br />V = Shear, plf <br />H = Heighl of shearwall <br />t. = Lengih of shearwall <br />pt = Weight ot shearwall and connected framing <br />P2 = Weiy.it of adjacent wall <br />SDA Job# 6974�; � 5 <br />T= V� H- J.5P7 - P2 = Tensicn reaction t�i be resis�ed tr/ holdown <br />C= V r H+ 0.5P7 = Compressi�n reaciio�i <br />�------- —'l <br />ASD Basic Load Combir,ations <br />` For calc�dafion of lensir� and compres inn lorces in comnliance n�ith A SCE 7-05 2.4. 1 <br />Tension Equations (Uplift) <br />7. 0.6D + W <br />8. (0.6 - 0.14Sos)D + E ------- <br />'B. (0.6 - 0.145o5)D + 2.5 E <br />Compression Equations <br />5.D+W <br />5.(1+0.14Sos1D+E � - -- <br />6. D+ 0.75W + 0.75L + 0.755 <br />6. (1.0 + p,105Sp5)D + 0.75E + 0.75L + 0.75S <br />—. OAB D+E <br />-. OABDi2.5E <br />--. 1.12 D i [ <br />--. 1.09 D+075 E+0.75 L+075 S <br />'5.(1+0.14Sos)D+2.5E � 1.72D+2.5E <br />'6. (1.0+0.105So5)D+1.875E +0.75L+O.i55 — <br />—. 1.09 U+1.875 E+ 075 L+ 075 S <br />' Equafions inciude oversfrengfh lacfor <br />Note�. The 07 faclor for [arihquake IoaAing has already been incorporaled inlo the calculation cf the laleral desi9n <br />fnrce [,,, but not 1'_,. Theielore Ihis factor has been omitted from equolions 5, G and fl where appropriale. <br />\ <br />