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Building length : <br />Building Width <br />Bay Spacing <br />Span Width(s) (ft.) <br />Column Basm Elevations (ft./ ~ <br />Loft Eave Height <br />Loft Column Slope <br />Left Rafte~ Slope <br />Right Rafter Slope <br />Right Column Slope <br />Right Earn Hmigh~ <br /> <br />BO.O0 ft. <br />35.00 ft. <br />22,50 <br />35.00 <br />0,00 0,00 <br />16.00 ft. <br />0.00112 <br />1,0g/12 <br />-1.00/12 <br />0,00/12 <br />16,00 ft, <br /> <br />Spmcial Frmming: <br /> <br />BRACE TB ON£ SIDEWALL ONLY <br /> <br />Design Loads; <br /> <br />Dead Load = 2.00 pst <br />Live Load - 25,00 psf <br />Wind Load = 80.00 mph <br />Seismic = 3 <br /> <br />(exp. B + e×p, C) / 2 <br /> <br />Flange Plate Yield StFengtD = 50,00 <br />Web Plate Yield Strength <br />Rolled Shape Yield Strength 45.00 ksi <br />Sold-Formed Yield Strength 55,00 <br /> <br />Secondary Framing Fastenern - Grade 5 hnltn <br /> <br />Recmmmmndmd Anchor Bolts A36 bolts <br />Recommended Reinforcing 40.00 kmi <br />Recommended Concrete 2500.00 poi <br /> <br />Allowable Soil Bearinu = By Othmrs <br />Allovable Lateral Bearing ~ By Otherm <br />Allmmablm Sliding Bmsistance = By Othoro <br /> <br /> <br />