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Design Ratio <br /> Member ID Mi Vy C SR D Status <br /> 1 0.008 0.688 0.216 0.688 0.035 0.544 Pass <br /> 2 0.004 0.067 0.058 0.071 0.035 0.849 Pass <br /> Member Design Capacity(LRFD) <br /> Member ID F b(ksi) F r(ksi) F v(ksi) F.(ksi) F�P(ksi) E(ksi) Emin(ksi) <br /> 1 2.681 1.49 0.311 2.683 0.939 1600.0 1041.216 <br /> 2 2.681 1.49 0.311 2.683 0.939 1600.0 1041.216 <br /> Node Coordinates <br /> X Coordinate Y Coordinate <br /> 1 0.000 0.000 <br /> 2 9.000 4.390 <br /> 3 -1.500 -0.732 <br /> Members <br /> ID Node A Node B Section Node A Fixity Node B Fixity Length <br /> 1 1 2 1 FFFFFF FFFFFF 10.013 <br /> 2 3 1 1 FFFFFF FFFFFF 1.669 <br /> Supports <br /> ID Node ID Restraint Code <br /> 1 2 RFFRRR <br /> 2 1 FFFFFR <br /> Materials <br /> Young's Modulus Poisson's Ratio <br /> 1 NDS-Table 4A-DOUGLAS FIR-LARCH-No.2-2in&wider 1600.000 33.308 0.400 <br /> Sections <br /> ID Name Depth Width Shear Area Z Shear Area Y Torsion Radius <br /> 1 1.5 x 3.5 4.000 1.500 5.000 5.000 1.463 <br /> ID Centroid Y Centroid Z Area Y-Axis Mol Z-Axis Mol Torsion Constant <br /> 1 0.750 2.000 6.000 1.125 8.000 3.437 <br /> Point Loads <br /> ID Load Group Member Position% Y Magnitude <br /> 1 Solar-Snow 1 16.667% -0.088 <br /> 2 Solar 1 16.667% -0.013 <br /> 3 Solar-Snow 1 51.200% -0.088 <br /> 4 Solar 1 51.200% -0.013 <br /> Member Distributed Loads <br /> ID Load Group Start Position End Position Member Y Magnitude <br /> 1 Dead Load 0.000% 100.000% 2 -0.009 <br /> 2 Dead Load 0.000% 100.000% 1 -0.009 <br /> 3 Roof Live Load 0.000% 100.000% 2 -0.021 <br /> 4 Roof Live Load 0.000% 5.556% 1 -0.021 <br /> 5 Roof Live Load 74.623% 100.000% 1 -0.021 <br /> 6 Snow Load 0.000% 100.000% 2 -0.023 <br /> 7 Snow Load 0.000% 5.556% 1 -0.023 <br /> 8 Snow Load 74.623% 100.000% 1 -0.023 <br /> Load Combinations <br /> Roof Live Load <br /> ID Name Dead Load Factor Snow Load Factor7 Solar Factor Solar-Snow Factor <br /> Factor <br /> 581 E Technology Ave, C1500 Orem, UT 84097 925-787-3067 www.rightangleeng.com Page of <br />