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MIRACLE STEEL CORPORATION , <br /> STRUCTURE LOADING Transverse Condition <br /> CUSTOMER:The Lawn Farm <br /> Job Number:420911 <br /> 0.9486833 <br /> SNOW FORCES Roof Angle= 18.44 <br /> Balanced Snow <br /> Load Area 24 (bay spacing x girt spacing) <br /> Horizontal Projection 22.77 (load area x cos(roof slope) <br /> Roof slope factor Cs 1.00 <br /> Roof Force 910.74 <br /> UnBalanced Snow <br /> Windward Side 0.00 <br /> Leeward Side 1138.42 <br /> WIND FORCES <br /> Roof Angle= 18.44 0.32 <br /> Roof Forces <br /> Roof Load Force X Force Y Roof Load Force X Force Y <br /> Windward Roof -18.00 -5.69 -17.08 -432.00 -136.61 -409.83 <br /> Leeward Roof -14.00 -4.43 -13.28 -336.00 -106.25 -318.76 <br /> Inward Pressure 6.00 1.90 5.69 144.00 45.54 136.61 <br /> is normal to the surface <br /> Wall Forces Wall angle= 0.00 <br /> Wall Load Force X Force Y Wall Load Force X Force Y <br /> Windward 16.00 16.00 0.00 384.00 384.00 0.00 <br /> Leeward -10.00 -10.00 0.00 -240.00 -240.00 0.00 <br /> 6/17/02, 10:16 AM File:S420911.xls 2 <br /> 4 <br />