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DESCALC.OUT 10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 11 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 13 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 15 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 16 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 2 1 LWINDI_L 1 1 1.00 2 LWINDI_R 1 2 1.00 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type w1 w2 Co Dxl Dx2 .. Dist 6 1 2 D 0.07 0.07 0.00 0.00 9.60 2 3 D 0.07 0.07 0.00 15.49 25.09 3 2 WINDL1 D -0.09 -0.09 0.00 25.00 25.09 4 2 WINDL2 D -0.09 -0.09 0.00 25.00 25.09 5 3 WINDR1 D -0.09 -0.09 0.00 0.00 0.09 6 3 WINDR2 D -0.09 -0.09 0.00 0.00 0.09 RIGHT ENDWALL: BASIC LOADS: Edge_Strip_Ratio Dead Collat Live Snow Basic Wind_Load_Ratio Zone Col/ Load Load Load Load Wind Deflect Factor width Girt Panel Jamb 2.0 0.0 20.0 0.0 18.8 1.00 1.00 4.80 1.06 1.00 1.06 BASIC LOADS AT EAVE: Seis --- Torsion - -- Load Wind Seismic 0.00 0.00 0.00 WIND PRESSURE /SUCTION: Wind wind Press Suct 16.4 -17.9 .. Column 16.4 -17.9 .. Girt /Header 16.4 -17.9 .. Jamb 20.3 -27.0 .. Panel 28.2 -18.8 .. Parapet WIND COEFFICIENTS: Surf Rafter_Wind_1 Rafter_Wind_2 Bracing_wind Long Surface Id Left Right Left Right Left Right Wind Friction 1 0.00 0.00 0.00 0.00 0.37 -0.57 0.00 0.00 2 -1.15 -0.67 -0.79 -0.31 -1.15 -0.67 -0.87 0.00 3 -0.67 -1.15 -0.31 -0.79 -0.67 -1.15 -0.87 0.00 4 0.00 0.00 0.00 0.00 -0.57 0.37 0.00 0.00 COLUMN & BRACING DESIGN LOADS: Page 4