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<br />SECTION :1X <br />Number of Story :1 Section width :25.75(ft)Section length :30.75(ft) <br />Base height :0(ft)Slope roof height :13.25(ft)Gable mean roof height :11.25(ft) <br />Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 <br />Plate height :FIRST FLOOR = 9(ft) <br />Coefficients :Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 <br />B = 30.75(ft), L = 25.75(ft), H = 11.25(ft)-->L/B = 0.84, H/L = 0.44 <br />Wall coefficient :Cpw = 0.8, Cpl = -0.5 <br />Wind exposure = C-->anpha = 9.5, zg = 900 <br />Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) <br />(z, Kz, qz, P) :(15, 0.85, 22.35, 24.7) ; (15, 0.85, 22.35, 9.5) <br />WIND LOAD :FIRST FLOOR = 98.32(plf) <br />SEISMIC :Light frame wood-->Rx = 6.5 <br />Site class :D, <br />SDS = 2FaSs/3 =1.071, <br />SD1 = 2FvS1/3 =0.476, <br />FIRST FLOOR <br />Roof 15*34.75 = 521.25 PLF <br />Wall 15*3*4.5 + 10*1.5*4.5 = 270 PLF <br />Shear = 0.1177(521.25+270) = 0.1177*791.25 = 93.13 PLF <br />Total Seismic Load = 93.12 = 93.12 PLF <br />Redistrib: 791.25*9 = 7121.25 <br />SHEAR FIRST FLOOR = 93.12*791.25*9/7121.25 = 93.12 PLF <br />FIRST FLOOR 98.32(plf)-->WIND GOVERN