704 90TH ST SW 2018-01-02 MF Import

Wind Load Calculations INPUT Side parallel to roof ridge (L) = 76.00 fl Side perpendicular to roof ridge (W) = 30.00 ]t Wall height =18.45 ft Mean roof height = 22.00 ft Roof angle = 26.60 deg Base Wind Speed = 85.00 mph Importance Calagory = 1 Exposure Catagory = B INTERNAL. CONDITIONS (Used for internal pressures): Other Buildings OUTPUT PRESSURES: Internal Pressure: Positive Max = 1.58 psf DATA: q=10.32, GCPi=0.15 Negative Max = -1.58 psf DATA: q=10.32, GCPi=-0.15 Remember to add the effects of this pressure to all walls and roof. Walls on side of length (L) wind pressure: (walls are perpendicular to wind direction) (Top Winward Pressure) =+6.28 psf DATA: kz=0.61, kz1=1.00, G=0.80, Cp=0.80, q=9.81 (Bottom Winward Pressure) =+5.92 psf DATA: k7=0.57, kzt=1.00, G=0.80, Cp=0.80, q=9.25 (Leeward Wall Pressure) _ -4.13 psf DATA: kz=0.64, kzt=1.00, G=0.80, Cp=0.50, q=10.32 Walls on side of length (W) wind pressure: (walls are parallel to wind direction) (Side Wall Pressure) _ -5.78 psf DATA: kz=0.64, kzt=1.00, G=0.80, Cp=-0.70, q=10.32 General Roof Pressure: Positive Pressure = +1.13 psf DATA: kz=0.64, kzt=1.00, G=0.80, Cp=0.14, q=10.32 Negative Pressure = -4.95 psf DATA: kz=0.64, kzt=1.00, G=0.80, Cp=-0.60, q=10.32 Increased Roof Edge Pressure along edge above walls of length (W) is -7.43 psf Edge pressure is applied for a distance of 22.00 ft inward from gable edge of roof. DATA: kz=0.64, kzt=1.00, G=0.80, Cp=-0.90, q=10.32