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1E11111 alus <br /> __ HE-STEL ROPERTY __ _ ovem r 2V, 2016 1 SDA Jo ' <br /> Lateral Calculation Key <br /> 1P2 <br /> V <br /> V= Shear, plf <br /> H = Height of shearwall <br /> L= Length of shearwall <br /> P1 = Weight of shearwall and connected framing <br /> P2 = Weight of adjacent wall <br /> �Pl <br /> TI �C T=V x H -0.5P1 - P2 =Tension reaction to be resisted by holdown <br /> + C =V x H + 0.5P1 = Compression reaction <br /> ASD Basic Load Combinations <br /> For calculation of tension and compression forces in compliance with ASCE 7-10 2.4.1 <br /> Tension Equations (Uplift) <br /> 7. 0.6D +0.6 W <br /> 8. (0.6 -0.14SDS)D + E 0.48 D + E <br /> *8. (0.6-0.14SDS)D + 2.5 E 0.48 D + 2.5 E <br /> Compression Equations <br /> 5. D +0.6W <br /> 5. (1 + 0.14SDS)D + E 1.12 D + E <br /> 6. D + 0.75(0.6W) + 0.75L + 0.75S <br /> 6. (1.0 + 0.105SDS)D + 0.75E + 0.75L + 0.75S 1.09 D + 0.75E + 0.75L + 0.755 <br /> *5. (1 + 0.14SDS)D + 2.5E 1.12 D + 2.5 E <br /> *6. (1.0 + 0.105SDS)D + 1.875E + 0.75L + 0.75S 1.09 D +1.875 E + 0.75 L + 0.75 S <br /> *Equations include overstrength factor. <br /> Note:The 0.7 factor for Earthquake loading has already been incorporated into the calculation of the lateral design <br /> force Eh,but not Ev. Therefore this factor has been omitted from equations 5,6 and 8 where appropriate. <br />