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Project Title: Bement B8/16 <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Printed: 6 AUG 2021, 2:30PM <br /> Wood Beam File:Bement.ec6 <br /> Software copyright ENERCALC,INC.1983.2020,Build:1220.8.24 <br /> Lic.#:KW-06010288 RB Engineers,Inc. <br /> DESCRIPTION: BM#3 <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 /> -----------__. -- ------ -- --- ---------------------- <br /> Analysis Method: Allowable Stress Design Fb+ 2900 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 2900 psi Ebend-xx 2000ksi <br /> Fc-Pril 2900 psi Eminbend-xx 1016.535ksi <br /> Wood Species :iLevel Truss Joist Fc-Perp 750 psi <br /> Wood Grade :Parallam PSL 2.0E Fv 290 psi <br /> Ft 2025 psi Density 45.07pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> 5.250 X 11.875 n <br /> Span=10.50 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Uniform Load: D=0.0130, L=0.0250 ksf, Tributary Width=16.0 ft <br /> Uniform Load: D=0.0130, L=0.040 ksf, Tributary Width=6.0 ft <br /> DESIGN SUMMARY Desi!n OK <br /> Maximum Bending Stress Ratio = 0.477. 1 Maximum Shear Stress Ratio = 0.367 :1 <br /> Section used for this span 5.250 X 11.875 Section used for this span 5.250 X 11.875 <br /> fb:Actual = 1,383.17psi fv:Actual = 106.57 psi <br /> Fb:Allowable = 2,900.O0psi Fv:Allowable = 290.00 psi <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span = 5.250ft Location of maximum on span = 0.000ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.135 in Ratio= 932>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.194 in Ratio= 650>=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 C FN C i Cr Cm C t CL M 1b F'b V fv F'v <br /> D Only 0.00 0.00 0.00 0.00 <br /> Length=10.50 ft 1 0.160 0.123 0.90 1.000 1.00 1.00 1.00 1.00 1.00 4.30 418.17 2610.00 1.34 32.22 261.00 <br /> +D+L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=10.50 ft 1 0.477 0.367 1.00 1.000 1.00 1.00 1.00 1.00 1,00 14.22 1,383.17 2900.00 4.43 106.57 290.00 <br /> +D+0.750L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=10.50 ft 1 0.315 0.243 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.74 1,141.92 3625.00 3.66 87.98 362.50 <br /> +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=10.50 ft 1 0.054 0.042 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2,58 250.90 4640.00 0.80 19.33 464.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max-'Dell Location in Span Load Combination Max."+"Deft Location in Span <br /> +D+L 1 0.1937 5.288 0.0000 0.000 <br />