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HOPEWORKS STATION March 19, 2014 � �A Jo6# 7237 I 5 � <br /> Latera� Calcuation Key <br /> IP2 � <br /> V � <br /> V = Shear, pll <br /> H - Heighl oi;bca�wall <br /> L - Lenylh of sheanvall <br /> � Pl =Weight of ahearwall and conneUed framing <br /> P2 =Weighl of adjacenf wall <br /> 1P 1 <br /> T� TC T -V z H -0.$pl -p2 = Ten:ion raoction fo be�esi;tcd by hol�'own <br /> IC =V x H + O.SPI = Compiesvon recction <br /> ASD Basic Load Combinations <br /> For mlculotion ollensicn and compiessi�n/orces in canrp.Fence�.idr ASCE7-057.4.l <br /> Tension Equotions (Uplih) <br /> 7.0.6D �t�W <br /> 8. (0.6-OJ45DS�D +E O.a9 D + E <br /> '8. (0.6-0.145D5)D + 2.5 E 0.49 D + 2.S E <br /> Compression Equalions <br /> S.D +W <br /> 5. (1 +0.145DS�D + E 1.12 D + E <br /> 6. D +0.75W+ 0.75L+ 0.755 <br /> 6. (1.0 + O.lO55D5)D + 0.75E + U.75L+0.755 1.09 D+0.75 E +0.75 L + 0.75 5 <br /> •5. (1 +0.145DS)D + 2.5E 1.14 D+ 2.5 E <br /> '6. (1.0 +O.lO55D5�D + 1.875E i� 0.75L +0.755 1.09 D �i�1.875 E �� 0.75 L + 0.75 5 <br /> 'Equa/ions includc overslrenglh lador. <br /> Nale:Thc OJ factor lor Earlhquokc looding hos already hren inco�pauled inlo fhe mlculolion o!Ihc loteml design lo:cc <br /> Fh,ba�nol Ev. lhcrefore Ihis(atlor hos bcen omilled irom equalions S,6 and B where appmprin�e. <br /> �\\ <br />