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<br /> <br />W Park Ln <br /> <br /> U.S. Office: <br />Canada Office: <br />77 Waldorf, Irvine, CA 92612 <br />550 HWY 7, Unit 315, Richmond Hill, ON L4B 3Z4 <br /> +1 949-979-5003 <br />+1 289-597-0455 <br />8 <br />3.2.1.3 Base Shear <br />The base shear is calculated according to the following equations: <br />Cs = 0.164 <br />Seismic Weight = 75800 lb <br />Base Shear = Cs × W = 0.164 × 58007 = 43112 lb = 4312. kips <br /> <br />3.2.1.4 Horizontal Distribution of Seismic Load <br />The horizontal distribution of seismic load is tabulated in Tables 11 and 12. <br /> <br />Table 11. Horizontal Distribution of Seismic Load <br />Story Line A AT A / AT Base Shear Shear Line Force ρF 0.7×ρF <br />sf sf - lb lb lb lb <br />Roof <br />B 591 <br />3364.51 <br />0.176 <br />12431 <br />2188 2188 1531.6 <br />C 379 0.113 1405 1405 983.5 <br />F 586 0.174 2163 2163 1514.1 <br />5 617 0.18 2280 2280 1596 <br />7 492 0.15 1818 1818 1272.6 <br />9 381.91 0.11 1411 1411 987.7 <br />10 110 0.033 410 410 287 <br />11 534.25 0.159 1977 1977 1383.9 <br /> <br /> <br />Table 12. Hardy Frame Design for Seismic Load <br />Line Wall <br />ASD Shear <br />Force (lb) <br />Max Tension <br />Force (lb) <br />HFX Model HD Bolt Dia <br />and Grade <br />Seismic and Wind Capacity (lb) <br />Seismic Wind Seismic Wind <br />In-Plane <br />Shear <br />(Seismic) <br />In-Plane <br />Shear <br />(Wind) <br />Uplift <br />(Seismic) <br />Uplift <br />(Wind) <br />C C 984 574 8177 4595 HFX 24x14 1-1/8" HS 2090 3190 16095 21615 <br />Foun 872 601 7179 4823 - - - - - - <br /> <br /> <br /> <br /> <br />Page 9 of 290