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• i ine b]OCK Lane 'i <br />Project Title: <br />You can change this area • <br />Engineer: <br />using the "Settings" menu item <br />Project ID: <br />and then using the "Printing & <br />Project Descr: <br />Title Block" selection. <br />Title Block Line 6 <br />Wood Beam <br />KW-06011301 <br />DESCRIPTION: window hdr under deck <br />CODE REFERENCES <br />Calculations per NDS 2015, IBC 2015, CBC 2016, <br />ASCE 7-10 <br />Load Combination Set : IBC 2015 <br />Material Properties <br />Analysis Method: Allowable Stress Design <br />Fb + <br />Load Combination IBC 2015 <br />Fb - <br />Fc - Prll <br />Wood Species ; Douglas Fir - Larch <br />Fc - Perp <br />Wood Grade : No.1 <br />Fv <br />Ft <br />Beam Bracing Beam is Fully Braced against lateral <br />-torsional buckling <br />c <br />Q�0.466 L(1 145 j <br />6x8 <br />Span = 5.0 ft <br />Applied Loads <br />Uniform Load : D = 0.4660, L = 1.145 , Tributary Width = 1.0 ft <br />DESIGN SUMMARY <br />U <br />Printed 16 r)EC 2019, 3 47PM <br />File = DA6mumentslENERCALC Data FAWENERCALC Dais Files <br />Sortware copyrot ENERCALC. INC.1983.2019, Build:12.19.8.31 <br />1200 psi E : Modulus of Elasticity <br />1200 psi Ebend- xx 1600 ksi <br />1000 psi Eminbend - xx 580ksi <br />625 psi <br />170 psi <br />825 psi Density 31.21 pcf <br />Service loads entered. Load Factors will be applied for calculations. <br />Maximum Bending Stress Ratio = <br />0.9761 <br />Maximum Shear Stress Ratio <br />Section used for this span <br />6x8 <br />Section used for this spar <br />= <br />1,171.64psi <br />= <br />1,200.00 psi <br />Load Combination <br />+D+L+H <br />Load Combination <br />Location of maximum on span = <br />2.500ft <br />Location of maximum on span <br />Span # where maximum occurs = <br />Span # 1 <br />Span # where maximum occurs <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.052 in <br />Ratio = <br />1146>=360 <br />Max Upward Transient Deflection <br />0.000 in <br />Ratio = <br />0 <360 <br />Max Downward Total Deflection <br />0.074 in <br />Ratio = <br />814>=240 <br />Max Upward Total Deflection <br />0.000 in <br />Ratio = <br />0 <240 <br />Vertical Reactions <br />Support <br />notation : Far left is #1 <br />Load Combination <br />Support 1 Support <br />2 <br />Overall MAXimum <br />4.028 <br />4.028 <br />Overall MINimum <br />2.863 <br />2.863 <br />+D+H <br />1.165 <br />1.165 <br />+D+L+H <br />4.028 <br />4,028 <br />+D+Lr+H <br />1.165 <br />1.165 <br />+D+S+H <br />1 165 <br />1.165 <br />+D+0,750Lr+0.750L+H <br />3.312 <br />3.312 <br />+D+0.750L+0.750S+H <br />3.312 <br />3.312 <br />+D+0.60W+H <br />1.165 <br />1.165 <br />+D+0.70E+H <br />1.165 <br />1.165 <br />+D+0.750Lr+0,750L+0.450W+H <br />3.312 <br />3.312 <br />+D+0.750L+0.750S+0.450W+H <br />3.312 <br />3,312 <br />+D+0.750L+0.750S+0.5250E+H <br />3.312 <br />3,312 <br />+0.60D+0.60W+0.60H <br />0.699 <br />0,699 <br />+0.60D+0.70E+0.60H <br />0.699 <br />0.699 <br />0.648 : 1 <br />6x8 <br />110.11 psi <br />170.00 psi <br />+D+L+H <br />= 0.000ft <br />= Span # 1 <br />Values in KIPS <br />