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Title Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the'Settings"menu item Project Descr: <br /> and then using the"Printing& <br /> Title Block'selection. <br /> Title Block Line 6 Pdnted:23 SEP 2016.10:31AM <br /> Wood Beam File=RISUMMER-112016 SS12067A2-111MPACT-LEC6 <br /> ,ENERCALC,INC.1983-2015,Build:6.15.10.6,Ver6.16.4.30 <br /> Description: Support beam 410 <br /> CODE REFERENCES <br /> Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 - - <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb-Tension 1,000.0 psi E:Modulus of Elasticity -� <br /> Load Combination ASCE 7-10 Fb-Compr 1,000.0 psi Ebend-xx 1,700.Oksi <br /> Fc-Prll 1,500.0 psi Eminbend-xx 620.0 ksi <br /> Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi <br /> Wood Grade :No.1 Fv 180.0 psi <br /> Beam Bracing ; Completely Unbraced Ft 675.0 psi Density 31.20pcf <br /> 0(o.loayto�lTo)�(o.21s> j, <br /> 1 I <br /> i <br /> j <br /> 400 <br /> i <br /> i Span=2.670 ft <br /> Applied Loads _ Service loads entered, Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loads <br /> Point Load: D=0.30, L=0.30 k a)1.330 ft,(from stair) <br /> Point Load: D=0.1040, Lr=0.1730, S=0.2160 k x01.330 ft,(from cut truss) <br /> DESIGN SUMMARY e <br /> ---- - -- - ............ ._. .... . - - . . <br /> .Maximum Bending Stress Ratio - 0.0951 Maximum Shear Stress Ratio = 0.092 : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb:Actual = 114.08 psi fv:Actual = 16.55 psi 11 <br /> FB:Allowable 1,197.57 psi Fv:Allowable 180.00 psi 1 <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span = 1.325ft Location of maximum on span = 0.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 j <br /> Maximum Deflection I <br /> Max Downward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Upward Transient Deflection 0.000 in Ratio= Q<360 <br /> Max Downward Total Deflection 0.001 in Ratio= 22734 i <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180 <br /> I <br /> t <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 FN C i Cr C m C t CL M fb - F'b V fv Pv <br /> +D+H 0.00 0.00 0.00 0.00 <br /> Length=2.670 ft 1 0.061 0.059 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.27 66.11 1078.04 0.21 9.58 162.00 <br /> +D+L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 ft 1 0.095 0.092 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.47 114.08 1197.57 0.36 16.55 180.00 <br /> +D+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 ft 1 0.063 0.060 1.25 1.200 1.00 1.00 1.00 1.00 1.00 0.39 93.77 1496.17 0.29 13.60 225.00 <br /> +D+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 ft 1 0.073 0.071 1.15 1.200 1.00 1.00 1.00 1.00 1.00 0.42 100.65 1376.77 0.32 14.60 207.00 <br /> +D+0.750Lr+0.750L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=2.670 ft 1 0.082 0.079 1.25 1.200 1.00 1.00 1.00 1.00 1.00 0.51 122.83 1496.17 0.38 17.83 225.00 <br />