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Title Block Line 1 0 Project Title: • <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. 1:42PM <br /> Wood Beam File=C:luserslowner\Desktoplalbertonlalberton.ec6 <br /> tic..#':KW-06003603 Licensee:,R 41P A14,: <br /> Description: east wes bm o/great rm carrying east west bm <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-PrIl 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(1.6)L(5275) <br /> D(0.02)L(0.0$) <br /> 5.5x14 M <br /> Span=18.30ft <br /> ,i <br /> I <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Uniform Load: D=0.020, L=0.080, Tributary Width=1.0 ft <br /> Point Load: D=1.60, L=5.275 k @ 10.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.999: 1 Maximum Shear Stress Ratio = 0.335 : 1 <br /> Section used for this span 5.5x14 Section used for this span 5.5x14 <br /> fb:Actual = 2,355.13psi fv:Actual = 88.80 psi <br /> FB:Allowable = 2,358.53psi Fv:Allowable = 265.00 psi <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span = 10.018ft Location of maximum on span = 17.165ft <br /> Span#where maximum occurs = Span# 1 Span#where maximum occurs = Span# 1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.601 in Ratio= 365>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.778 in Ratio= 282>=180 <br /> Max Upward Total Deflection 0.000 in Ratio= <180 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V C d C Ff1 C i Cr C m C t C L M fb F'b V fv F'v <br /> +D+H 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.254 0.085 0.90 0.991 1.00 1.00 1.00 1.00 1.00 8.07 539.04 2122.68 1.03 20.15 238.50 <br /> +D+L+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.999 0.335 1.00 0.991 1.00 1.00 1.00 1.00 1.00 35.26 2,355.13 2358.53 4.56 88.80 265.00 <br /> +D+Lr+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.183 0.061 1.25 0.991 1.00 1.00 1.00 1.00 1.00 8.07 539.04 2948.16 1.03 20.15 331.25 <br /> +D+S+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br />