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0.00 0.00 8.00 0.00 0.00 0 0.00 1 10.5833 'N' 'Y' 'N' <br /> 4 1.00 1.80 0.00 0.08 0.80 0.00 8.80 0.80 0.00 0.00 0.00 0.00 1 13.5833 '5' 'Y' 'N' <br /> 0.00 0.00 0.00 0.00 0.08 8 8.00 1 16.5833 5' 'Y' 'N' <br /> s 1.e8 1.00 0.00 8.00 1.00 0.00 8.00 0.00 e.ea e.ee e.ee 0.ee <br /> e.00 0.80 0.00 0.00 0.00 0 8.88 <br /> 6 1.00 1.00 0.00 8.00 1.00 0.08 0.00 0.08 0.80 0.00 0.00 0.00 •(24)EXTENSIONS: <br /> 8.00 0.00 0.00 0.00 0.00 0 0.00 *Surf --Horizontal Size---- Vertical Size Load <br /> 7 1.00 1.08 0.00 0.00 1.00 1.00 0.08 0.00 0.80 0.80 0.00 0.00 • IC No. Id Type Opt Elev Width Slope Elev Height Slope width <br /> 8.00 0.80 0.80 0.80 0.00 0 8.00 1 1 2 'EE' 18.0000 1.5000 2.00 0.0000 0.0000 0.00 11.5000 <br /> 8 1.00 1.00 0.00 0.80 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1 1 'EE' 18.8000 1.5080 2.00 0.0800 0.0000 0.08 11.5000 <br /> 0.00 0.00 0.00 0.00 0.80 0 0.00 <br /> 9 1.00 1.00 8.00 8.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 *(25)0ASIC LOADS: <br /> 0.08 0.00 0.00 0.00 0.00 0 0.00 • ---Deflection--- <br /> 18 1.00 1.00 0.00 0.00 1.00 0.00 1.00 8.00 0.00 0.00 0.08 0.80 • Dead Collat Live Snow Rain Basic Load_Ratio Temperature <br /> 0.00 0.00 8.00 0.00 0.00 0 8.00 • Load Load Load Load Load Wind Snow Wind Seis Change <br /> 11 1.80 0.00 0.00 0.00 0.80 0.00 8.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 18.25 25.20 0.0 14.58 1.80 0.48 1.00 0.0 <br /> 0.00 0.00 0.08 0.00 0.88 0 0.00 <br /> 12 1.00 0.08 0.00 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.80 0.00 *(26)0ASIC LOADS AT SAVE: <br /> 0.00 0.08 8.00 0.00 0.00 0 0.08 'Seismic Weak_Axis_L Weak_Axis_R --Torsion-- Ew_Brace- --Extension-- <br /> 13 1.80 1.00 0.75 8.80 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 -Additional- <br /> 0.00 0.00 8.00 0.00 0.80 0 0.00 • toad Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis <br /> 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Wind Seis <br /> 0.9e 8.00 0.00 0.00 0.00 0 0.00 8.37 0.00 8.8E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> 15 1.00 1.00 0.00 0.08 0.75 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.08 0.60 <br /> 0.00 8.00 0.00 0.00 0.00 a 0.00 <br /> 16 1.00 1.00 0.00 0.08 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: <br /> 0.00 0.00 0.00 0.80 8-00 0 0.00 *Surf --Wind 1--- --Wind 2--- Long_Wind Surface <br /> 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0-00 0.00 0.00 0.00 • Id Left Right Left Right 1 2 Friction <br /> 0.00 0.00 8.00 0.00 0.00 0 0.80 1 0.40 -0.79 0.96 0.23 -0.66 -0.66 0.80 <br /> 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -8.87 -8.58 -0.51 -0.22 -1.25 -0.71 8.80 <br /> 0.08 0.00 0.08 0.00 0.00 0 0.00 i -0.58 -0.87 -0.22 -0.51 -0.71 -1.25 0.00 <br /> 19 1.00 1.08 0.00 0.80 0.75 0.08 8.75 0.00 0.00 0.00 0.00 0.00 2. 0.79 8.40 0.23 0.96 0.66 -0.66 0.00 <br /> 0.00 e.00 0.00 0.00 8.08 0 0.00 <br /> 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0-00 0.00 0.00 0.00 •(28)LONGITUDINAL BRACING LOAD: <br /> 0.00 0.80 0.00 0.00 0.00 0 0.08 *----wind ---Seismic--- <br /> 21 1.00 0.00 0.00 0.00 0.80 0.00 0.00 0.00 0.60 0.00 0.00 0.00 • Hurz Vert Horz Vert <br /> 0.00 0.00 8.00 8.08 8.88 0 0.00 1.05 1.92 0.35 0.63 Left Column <br /> 22 1.00 0.80 0.00 0.00 0.00 0.80 0.00 0.00 0.00 0.60 0.00 0.00 1.0S 1.92 0.35 0.63 Right Column <br /> e.ee e.ee e.ee e.ee e.ee a e.ee <br /> 23 1.00 0.08 0.00 8.08 0.00 0.80 0.00 8.00 0.80 0.00 0.60 0.00 *(29)DESIGN LOADS:Strength <br /> 0.80 0.00 8.00 0.00 0.00 0 0.08 • Load_Coefficients <br /> 24 1.00 0.00 0.08 8.08 0.00 0.00 8.00 0.00 0.08 8.80 0.00 0.60 • ---Live--- -Add Snow --Wind_1-- --W ind_2-- <br /> 0.80 0.00 8.00 0.00 0.00 0 8.00 Long_Wind -Seismic-- Aux_Load <br /> 25 1.00 0.00 0.00 0.00 0.00 8.00 0.00 0.80 0.00 0.00 0.80 0.00 •No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt <br /> 0.60 8.00 0.00 0.00 8.80 0 0.00 1 2 Long Iran Temp Id Coeff <br /> 26 1.00 0.08 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112 1 1.00 1.00 1.80 0.00 0.08 8.00 0.00 8.00 0.00 0.00 0.00 0.00 <br /> -8.60 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.80 0.00 0.00 0 0.00 <br /> 27 1.88 0.00 0.00 0.08 0.08 0.80 0.00 0.00 0.80 0.08 0.00 0.00 2 1.08 1.00 1.08 0.00 0.08 0.00 0.00 6.00 0.00 0.00 0.00 0.00 <br /> 0.00 0.60 0.00 0.00 0.00 0 8.00 0.08 0.00 0.00 0.00 0.00 0 0.00 <br /> 28 1.00 0.00 0.00 0.80 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 1.00 0.00 0.00 0.00 0.08 0.00 8.00 0.00 0.00 0.00 0.00 <br />