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STRUCTURE LOADING Longitudinal Condition DATE: 3-Ju1-02 4:10 PM <br /> CUSTOMER:The Lawn Farm LENGTH: 60.00 <br /> Job Number.420911 WIND SPEED:80 mph <br /> Str.Type: Straightwall <br /> Str.Code: 36-18 <br /> Mean Roof Height 21 <br /> Design CODE 3 UBC 1997 <br /> Building Use 2 Normal Occupancy <br /> Exposure Category 3 C Open Terrain <br /> Terrain(snow) 1 Normal <br /> Thermal Condition 1 Normal <br /> Wind Criteria 3 UBC <br /> Hurricane coastline 3 0.000 <br /> Snow Criteria 3 UBC <br /> WIND LOADING Design Wind Pressure 20.00 psf Basic Velocity Pressure: Qz=•00256*V2 <br /> Input wind load governs <br /> Wind Basic Design <br /> Code @ref.Ht Wind Velocity Ce Kzt Importance Velocity Factored Factored <br /> Type mph Criteria Pressure I Pressure timesl.3 times0.8 <br /> Max Wind Lo UBC 1997 80 UBC 1997 1 16.38 psf I 1.142 1.00 1 18.71 24.32 14.97 <br /> Pressure Coefficients <br /> Roof Pitch h/L= 0.58 hill= 0.35 <br /> 4/12 Angle= 18.44 <br /> L/B 0.6 <br /> Roof Coefficients Loaded Area 24.00 <br /> Cq P Roof Load <br /> Windward Roof -0.70 -14.00 -336.00 <br /> Leeward Roof -0.70 -14.00 -336.00 <br /> Endwall Coefficients <br /> Cq P 7 Roof Load <br /> Windward Endwall 0.80 16.00 384.00 <br /> Leeward Endwall -0.50 -10.00 -240.00 <br /> SideWall 1 -0.70 -14.00 -336.00 <br /> SideWall 4 -0.70 -14.00 -336.00 <br /> 5 <br />