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<br /> <br />1011 W 2nd <br /> <br /> U.S. Office: <br />Canada Office: <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />550 HWY 7, Unit 315, Richmond Hill, ON L4B 3Z4 <br /> +1 949-822-1913 <br />+1 289-597-0455 <br />6 <br />3.2.1.3 Base Shear <br />The base shear is calculated according to the following equations: <br />Cs = 0.159 <br />Seismic Weight = 18647 lb <br />Base Shear = Cs × W = 0.159 × 18647 = 2965 lb = 2.965 kips <br /> <br />3.2.1.4 Horizontal Distribution of Seismic Load <br />Horizontal distribution of seismic load is tabulated in Table 6. <br /> <br />Table 6. Horizontal Distribution of Seismic Load <br />Line <br />Tributary <br />Area Total Area Tributary Area / <br />Total Area <br />Seismic Shear <br />Force <br />Shear Line <br />Force ρF 0.7×ρF <br />sft sft - lb lb lb lb <br />A <br />295 590 0.5 2965 1483 1928 1349.6 B <br />1 <br />2 <br /> <br />3.2.2 Wind Load <br />The wind load is given in Appendix C. <br />3.2.2.1 Horizontal Distribution of Wind Load <br />Horizontal distribution of wind load is tabulated in Table 6. <br />Table 7. Horizontal Distribution of wind Load <br />Line <br />Tributary <br />Area Total Area Tributary Area / <br />Total Area <br />Wind <br />Shear Force <br />Seismic <br />Shear Force <br />Shear Line <br />Force ρF <br />sft sft - lb lb lb <br />A <br />295 590 0.5 <br />4000 2000 <br />1483 1928 B <br />1 3400 1700 2 <br /> <br /> <br /> <br />Page 7 of 108 <br />1011 W Second St <br />5/1/2025