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DESCALC.OUT <br /> 0 0.00 <br /> 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 <br /> 0 0.00 <br /> 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 <br /> 0 0.00 <br /> 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 <br /> 0 0.00 <br /> 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 <br /> 0 0.00 <br /> 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 <br /> 0 0.00 <br /> 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 <br /> 0 0.00 <br /> AUXILIARY LOADS: <br /> No. Aux Aux No. Add_Load <br /> Aux Id Name Load Id Coeff <br /> 2 1 LWINDI_L 1 1 1.00 <br /> 2 LWINDl_R 1 2 1.00 <br /> ADDITIONAL LOADS: <br /> No. Add Surf Basic Load Fx Fy Mom X Y .. Conc <br /> Add Id Id Load Type W1 W2 Co Dxl Dx2 .. Dist <br /> 6 1 2 D 0.07 0.07 0.00 0.00 9.60 <br /> 2 3 D 0.07 0.07 0.00 15.49 25.09 <br /> 3 2 WINDL1 D -0.09 -0.09 0.00 25.00 25.09 <br /> 4 2 WINDL2 D -0.09 -0.09 0.00 25.00 25.09 <br /> 5 3 WINDR1 D -0.09 -0.09 0.00 0.00 0.09 <br /> 6 3 WINDR2 D -0.09 -0.09 0.00 0.00 0.09 <br /> ROOFDES: <br /> BASIC LOADS: <br /> Dead Collat Live Snow Basic Wind_Load_Ratio Surface Seis <br /> Load Load Load Load wind Deflect Factor Friction Factor Snow <br /> 2.0 0.0 20.0 0.0 18.8 1.00 1.00 0.00 1.000 0.00 <br /> WIND PRESSURE /SUCTION: <br /> wind Wind wind <br /> Press Suct Suct_Roof <br /> 10.0 -20.3 .. Purlins <br /> 0.0 -31.3 .. Gable Extensions <br /> 10.0 -22.1 .. Panels <br /> 7.5 -5.4 -12.9 .. Long Bracing, Building <br /> 11.4 -8.1 .. Long Bracing, Wall Edge Zone <br /> 28.2 -18.8 15.0 .. Long Bracing, Facia /Parapet <br /> EDGE & CORNER ZONE WIND: <br /> Wind Surf No. Zone -- Purlin - -- --- Panel - -- <br /> Id Id Zone Id Width Length Press Suct Press Suct <br /> 1 2 6 1 0.00 0.00 1.00 1.00 1.00 1.00 <br /> 3 0.00 4.80 1.00 1.18 1.00 1.68 <br /> 4 4.80 0.00 1.00 1.18 1.00 1.68 <br /> 5 0.00 4.80 1.00 1.18 1.00 1.68 <br /> 7 4.80 4.80 1.00 1.18 1.00 2.53 <br /> 8 4.80 4.80 1.00 1.18 1.00 2.53 <br /> 3 6 1 0.00 0.00 1.00 1.00 1.00 1.00 <br /> 3 0.00 4.80 1.00 1.18 1.00 1.68 <br /> 5 0.00 4.80 1.00 1.18 1.00 1.68 <br /> 6 4.80 0.00 1.00 1.18 1.00 1.68 <br /> 9 4.80 4.80 1.00 1.18 1.00 2.53 <br /> 10 4.80 4.80 1.00 1.18 1.00 2.53 <br /> Page 6 <br />