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Design Ratio <br />Member ID Axial Momentz Sheary Combined Slenderness Deflection Status <br />1 0.007 0.589 0.228 0.588 0.035 0.557 Pass <br />2 0.003 0.082 0.059 0.085 0.035 0.417 Pass <br />Member Design Capacity (LRFD) <br />Member ID FI <br />b(ksi)FI <br />t(ksi)FI <br />v(ksi)FI <br />c(ksi)FI <br />cp(ksi)EI(ksi)Emin <br />I(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 />ID X Coordinate Y Coordinate <br />1 0.000 0.000 <br />2 9.500 3.647 <br />3 19.000 7.293 <br />4 -1.500 -0.576 <br />Members <br />ID Node A Node B Section Node A Fixity Node B Fixity Length <br />1 1 3 1 FFFFFF FFFFFF 20.352 <br />2 4 1 1 FFFFFF FFFFFF 1.607 <br />Supports <br />ID Node ID Restraint Code <br />1 2 RFFRRR <br />2 3 RFFRRR <br />3 1 FFFFFR <br />Materials <br />ID Name Young's Modulus Density 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 2.632%0.000 <br />2 Solar 1 2.632%-0.026 <br />3 Solar-Snow 1 33.374%0.000 <br />4 Solar 1 33.374%-0.026 <br />Member Distributed Loads <br />ID Load Group Start Position End Position Member Y Magnitude <br />1 Dead Load 0.000%100.000%2 -0.013 <br />2 Dead Load 0.000%100.000%1 -0.013 <br />3 Roof Live Load 0.000%66.667%2 -0.032 <br />4 Roof Live Load 58.853%100.000%1 -0.032 <br />5 Snow Load 0.000%66.667%2 0.000 <br />6 Snow Load 58.853%100.000%1 0.000 <br />Load Combinations <br />ID Name Dead Load Factor Snow Load Factor Solar Factor Solar-Snow Factor <br />Roof Live Load <br />Factor <br />757 Technology Ave, F31 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 5 of 6 <br />2140 S Broadway <br />3/21/2025