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Beam Software copyright ENERCALC im <br />DESCRIPTION: exist beam <br />CODE REFERENCES <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combination Set: IBC 2018 <br />Material Properties <br />Analysis Method: Allowable Stress Design <br />Fb + <br />2400 psi <br />E: Modulus of Elasticity <br />Load Combination i BC 2018 <br />Fb - <br />1850 psi <br />Ebend- xx <br />1800 ksi <br />Fc - Prll <br />1650 psi <br />Eminbend -xx <br />950ksi <br />Wood Species : DF/DF <br />Fc - Perp <br />650 psi <br />Ebend- yy <br />1600ksi <br />Wood Grade : 24F-V4 <br />Fv <br />265 psi <br />Eminbend - yy <br />850ksi <br />Ft <br />1100 psi <br />Density <br />31.21 pcf <br />Beam Bracing : Beam is Fully Braced against lateral -torsional buckling <br />Span = 2&0 ft <br />Applied Loads <br />Beam self weight calcula and added ads <br />Uniform Load: D = 0.4880, S = 0.9380 , Tributary Width =1.0 ft <br />Point Load : D = 0.540 k @ 21.50 ft, ((E) unit) <br />DESIGN SUMMARY _._..__ _.. _„_ <br />Maximum Bending Stress Ratio = <br />0.9841 <br />Section used for this span <br />6.75x25.5 <br />fb: Actual = <br />2,381.26psi <br />Fb: Allowable = <br />2,419.46psi <br />Load Combination <br />+D+S <br />Location of maximum on span = <br />14.102ft <br />Span # where maximum occurs = <br />Span # 1 <br />Maximum Deflection <br />"Service loads entered. Load Factors will be applied for calculations. <br />Maximum Shear Stress Ratio = <br />0.512 : 1 <br />Section used for this span <br />6.75x25.5 <br />fv: Actual = <br />156.08 psi <br />Fv: Allowable = <br />304.75 psi <br />Load Combination <br />+D+S <br />Location of maximum on span = <br />25.956 ft <br />Span # where maximum occurs = <br />Span # 1 <br />Max Downward Transient Deflection <br />0.777 in <br />Ratio = <br />432>=360 <br />Max Upward Transient Deflection <br />0.000 in <br />Ratio = <br />0 <360 <br />Max Downward Total Deflection <br />1.229 in <br />Ratio = <br />273>=240 <br />Max Upward Total Deflection <br />0.000 in <br />Ratio = <br />0 <240 <br />Overall Maximum Deflections <br />Load Combination <br />Span Max. " ' Defl Location in Span Load Combination Max. 'W' Defl Location in Span <br />+D+S <br />1 1,2290 14.102 0.0000 0.000 <br />Vertical Reactions <br />Support notation : Far left is #1 Values in KIPS <br />Load Combination <br />Support 1 Support 2 <br />Overall MAXimum <br />20.612 20.901 <br />Overall MINimum <br />13.132 13.132 <br />D Only <br />7.480 7.769 <br />+D+L <br />7.480 7.769 <br />+D+S <br />20.612 20.901 <br />+D+0.750L <br />7.480 7.769 <br />+D+0.750L+0.750S <br />17.329 17.618 <br />+0.60D <br />4.488 4.661 <br />S Only <br />13.132 13.132 <br />0 <br />