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Vertical Distribution of Seismic Forces <br />ta =0.113 <br />k = 1.000 <br />SDS =1.076 <br />Wind <br />Section lbs Fi (lbs) Fpxmin Fpxmax qE (psf)Long Tran <br />A 25,810 4,273 5,554 11109 7.4 101 107 <br />B 675 112 145 291 3.4 101 107 <br />Chord <br />Section Long. <br />(ft), L <br />Tran. <br />(ft), B .7Vx <br />.6V, Long  <br />Wind <br />.6V, Long  <br />Wind <br />Shear Per <br />End, Vx / 2 , <br />Long <br />Shear Per <br />End, Vx / 2,  <br />Tran <br />vi_long (plf) vi_tran (plf) Diaphargm <br />Longitual <br />Direction Case <br />1? <br />Long. <br />Capacity <br />(plf) <br />Trans. <br />Capacity <br />(plf) <br />Status Capacity of <br />(2) 2x4, lbs <br />A 36.50 22.75 4,316 2218 1457 2158 2158 95 59 8d @ 6" o.c., 15/32 Struct. I, Unblocked (Roof Only)HIP 180 180 OK 866 336 9660 <br />B 5.58 7.75 102 339 496 170 248 22 44 8d @ 6" o.c., 15/32 Struct. I, Unblocked (Roof  Only)N 180 240 OK 9 18 9660 <br />Earthquake Load <br />Distributed Shear Force to Each Story Section <br />V L <br />8B ,lbs B <br />8L ,lbs <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024