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Project Title: Bement B14/16 <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Printed: 6 AUG 2021. 3:16PM <br /> Wood Beam File:Bement.ec6 <br /> Software copyright ENERCALC,INC.1983-2020,Build:1220.824 <br /> tic.#:KW-06010288 RB-+ ! 1 C. <br /> DESCRIPTION: BM#5 <br /> CODE REFERENCES <br /> Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 <br /> Load Combination Set:ASCE 7-16 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 900 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 900 psi Ebend-xx 1600ksi <br /> Fc-Prll 1350 psi Eminbend-xx 580ksi <br /> Wood Species :Douglas Fir-Larch Fc-Perp 625 psi <br /> Wood Grade :No.2 Fv 180 psi <br /> Ft 575 psi Density 31.21 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> I I <br /> 4x10 <br /> Span=6.0 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Uniform Load: D=0.0130, L=0.040 ksf, Tributary Width=8.0 ft <br /> DESIGN SUMMARY Desi•n OK <br /> Maximum Bending Stress Ratio = 0.425 1 Maximum Shear Stress Ratio = 0.244:1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> lib:Actual = 458.73 psi fv:Actual = 43.88 psi <br /> Fb:Allowable = 1,080.00psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 3.000ft Location of maximum on span = 0.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.025 in Ratio= 2833>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.034 in Ratio= 2138>=240 <br /> Max Upward Total Deflection 0.000 in Ratio= <240 <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd CFN C i Cr Cm C t CL M tb F'b V fv F'v <br /> D Only 0.00 0.00 0.00 0.00 <br /> Length=6.0 ft 1 0.118 0.066 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.47 112.52 972.00 0.23 10.76 162.00 <br /> +D+L 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=6.0 ft 1 0.425 0.244 1.00 1.200 1.00 1.00 1.00 1.00 1.00 1.91 458.73 1080.00 0.95 43.88 180.00 <br /> +D+0.750L 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=6.0 ft 1 0.276 0.158 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.55 372.18 1350.00 0.77 35.60 225.00 <br /> +0.60D 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=6.0 ft 1 0.039 0.022 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.28 67.51 1728.00 0.14 6.46 288.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max-"Defl Location in Span Load Combination Max."+"Dell Location in Span <br /> +D+L 1 0.0337 3.022 0.0000 0.000 <br />