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Title Block Line 1 0 Project Title: 0 <br /> You can change this area Engineer: <br /> using the"Settings"menu item Project ID: <br /> and then using the Printing& Project Descr: <br /> Title Block"selection. <br /> Title Block Line 6 Printed:23 JAN 2021, 1:02PM <br /> Wood Beam File=C:lUserslOwnerlDesktoplabertonlaberton.ec6 <br /> Lic.#:KW-06003603 Licensee:REED&ASSOCIATES <br /> Description: north south bm o/great rm <br /> CODE REFERENCES <br /> Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set: IBC 2018 <br /> Material Properties <br /> Analysis Method:Allowable Stress Design Fb+ 2400 psi E:Modulus of Elasticity <br /> Load Combination IBC 2018 Fb- 1850 psi Ebend-xx 1800 ksi <br /> Fc-Pr!! 1650 psi Eminbend-xx 950 ksi <br /> Wood Species :DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi <br /> Wood Grade :24F-V4 Fv 265 psi Eminbend-yy 850 ksi <br /> Ft 1100 psi Density 31.2 pcf <br /> Beam Bracing :Beam is Fully Braced against lateral-torsional buckling <br /> D(0.21)L(0.7) <br /> a 0 b <br /> I <br /> I�) 5.125x13.5 <br /> rr <br /> Span=15.50 ft <br /> 'r 1 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Uniform Load: D=0.210, L=0.70, Tributary Width=1.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.87a 1 Maximum Shear Stress Ratio = 0.497 : 1 <br /> Section used for this span 5.125x13.5 Section used for this span 5.125x13.5 <br /> fb:Actual = 2,106.62 psi fv:Actual = 131.69 psi <br /> FB:Allowable = 2,400.00 psi Fv:Allowable = 265.00 psi <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span = 7.750ft Location of maximum on span = 14.425ft <br /> Span#where maximum occurs = Span# 1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.483 in Ratio= 384>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.628 in Ratio= 295>=180 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180 <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr Cm C t CL M tb F'b V fv F'v <br /> +D+H 0.00 0.00 0.00 0.00 <br /> Length=15.50 ft 1 0.225 0.127 0.90 1.000 1.00 1.00 1.00 1.00 1.00 6.31 486.14 2160.00 1.40 30.39 238.50 <br /> +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.50 ft 1 0.878 0.497 1.00 1.000 1.00 1.00 1.00 1.00 1.00 27.33 2,106.62 2400.00 6.07 131.69 265.00 <br /> +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.50 ft 1 0.162 0.092 1.25 1.000 1.00 1.00 1.00 1.00 1.00 6.31 486.14 3000.00 1.40 30.39 331.25 <br /> +0+3+1-I 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.50 ft 1 0.176 0.100 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.31 486.14 2760.00 1.40 30.39 304.75 <br /> +D+0.750Lr+0.750L+1-1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.50 ft 1 0.567 0.321 1.25 1.000 1.00 1.00 1.00 1.00 1.00 22.07 1,701.50 3000.00 4.91 106.37 331.25 <br /> LIlL.\ <br />