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ROSENBERG RAMBLER I January 24, 2018 IIA Job# 8276 II I 2 <br /> WIND LOAD CALCULATIONS <br /> LEFT RIGHT <br /> FV MAIN FLOOR= <br /> WIND ZONE A B C D <br /> AVE. HEIGH 3.25 3.75 3.25 3.75 <br /> AVE.WIDTH 6 7 18 _ 19 <br /> Ps 32.36 0.00 21.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 631 0 1258 0 0 0 0 0 0 0 0 0 <br /> TOTAL 12,808 lbs ;Minimum net pressure controls. The calculated pressure is less than the minimum net pressure, <br /> equal to 16psf applied over the entire area. (ASCE 7-05 27.1.5) <br /> NOT USED <br /> WIND ZONE A C <br /> AVE. HEIGH 9.5 9.5 <br /> AVE.WIDTH 10.55 23 <br /> Ps 32.36 21.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 3243 4697 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL 17,940 lbs <br /> NOT USED <br /> WIND ZONE <br /> AVE. HEIGHT <br /> AVE.WIDTH <br /> Ps 0.00 0.00 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 <br /> TOTAL (0 lbs <br /> p CALCS: <br /> MAIN FLOOR CALCULATIONS: <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 8.67 ft Total Area: 2.0 <br /> Length of Shortest Segment within Shear Line: 3.00 ft <br /> Length of Longest Segment in Shear Line: 5.67 ft p= 1.00 <br /> ASCE 7-10 12.3.4.2 b <br /> NOT USED: <br /> Plate Height: 9.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 17.00 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 3.00 ft <br /> Length of Longest Wall in Shear Line: 5.50 ft p= NA <br /> NOT USED: <br /> Plate Height: Tributary Area: <br /> Total length of Shearwall in Shortest Line: Total Area: <br /> Length of Shortest Shearwall within Shear Line: <br /> Length of Longest Wall in Shear Line: p= NA <br />