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Project Title: Bement B5/16 <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Printed: 6 AUG 2021, 2:35PM <br /> -------_ _--_-. --._--.-- Flle:Bement.ec6 <br /> Wood Beam Software c opynght ENERCALC,INC.1983-2020,Build:1220.824 <br /> Lic.0:KW-06010288 RBEngineers,Inc. <br /> DESCRIPTION: BM#2 <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-Prli 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 /> D(0.182)L(0.56) <br /> ) <br /> 3.50 X 11.875 <br /> 461 <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=0.040 ksf, Tributary Width=14.0 ft <br /> DESIGN SUMMARY Desi,n OK <br /> Maximum Bending Stress Ratio = 0.514 1 Maximum Shear Stress Ratio = 0.396 :1 <br /> Section used for this span 3.50 X 11.875 Section used for this span 3.50 X 11.875 <br /> fb:Actual = 1,491.73psi fv:Actual = 114.93 psi <br /> Fb:Allowable = 2,900.00psi 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 = 0.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.158 in Ratio= 798>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.209 in Ratio= 60:>>=240 <br /> Max Upward Total Deflection 0.000 in Ratio= l<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 CI Cr Cm C t CL M fo F'b V fv F'v <br /> D Only 0.00 0.00 0.00 0.00 <br /> Length=10,50 ft 1 0.140 0.108 0.90 1.000 1.00 1.00 1.00 1.00 1.00 2.51 365.90 2610.00 0.78 28.19 261.00 <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 0.514 0.396 1.00 1.000 1.00 1.00 1.00 1.00 1.00 10.23 1,491.73 2900.00 3.18 114.93 290.00 <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 0.334 0.257 1.25 1.000 1.00 1.00 1.00 1.00 1.00 8.30 1,210.27 3625.00 2.58 93.25 362.50 <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 0.047 0.036 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.50 219.54 4640.00 0.47 16.91 464.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.'-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+L --- 1 0.2090- 5.288 0.0000 -...._....0.000...__...__. <br />