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• RossFngineeringDesign ProjectTitle: <br /> Engineer: Project ID: <br /> Project Descr: <br /> - -- __ __ - --- _ _ _ <br /> � WOOC� BEa171 File=C:\UserslRyanlDesktop\ENGINE-11Jobs1140011493L0-tiCALCS\1493.ec6 ; <br /> ENERCALC INC.1983-2014,Buiid:6.14.L23,Vec6.14.3.31 ! <br /> �' .� ' °��. : - — <br /> .�..:...� ..,-��.,,� .x-.. >.c_ . ��;�.a .... ....::....�_...�a_.._ _. .-.: . _, , . . <br /> . .. _. _,._ � ._��.,._ .,,.. .-.:_ . ,_:....., . . . . . <br /> Descnption: Ht4 <br /> CODE REFERENCES <br /> Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 <br /> Load Combination Set :ASCE7-10 <br /> Material Properties <br /> - - _ --- — _ <br /> Analysis Method: Allowabie Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticiry <br /> Load Combination ASCE7-10 Fb-Compr 900.0 psi Ebend-�c 1,600.Oksi <br /> Fc-Prll 1,350.Opsi Eminbend-xx 580.Oksi <br /> Wood Species : DouglasFir-Larch Fc-Perp 625.0 psi <br /> Wood Grade :No.2 Fv 180.0 psi <br /> Ft 575.0 psi Density 32.210 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br /> D(1.63)l(1.96)S(0 7) <br /> 1 <br /> � � <br /> 4x10 <br /> Span=2.50 ft <br /> APplied Loads ���vice loads entered. Load Factors wili be applieci ior calculahons <br /> Beam self weight calculated and added to loads <br /> Point Load: D=1.630, L=1.960, S=0.70 k@ 0.750 ft <br /> DESIGN SUMMARY �-� � e �..b= <br /> Maximum Bending Stress Ratio = `Z�z 1 Maximum Shear Stress Ratio = 0.28':� 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb:Actual = 457.59psi fv:Actual = 50.55 psi <br /> FB:Allowable = 1,080.00psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H <br /> Location of maximum on span = 0.748ft Location of maximum on span = 1.734ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.003 in Ratio= _ <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.005 in Ratio= �_.-_ <br /> Max Upward Total Deflection 0.000 in Ratio= <180 <br /> Overail Maximum Deflections-Unfactoretl Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D+L+S 1 0.0053 1.131 0.0000 0.000 <br /> Vertical Reactions-Unfactoretl Support notation:Far left is#1 Values in KIPS <br /> __ _ <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 3.012 1.296 <br /> D Only 1.150 0.498 <br /> L Only 1.372 0.588 <br /> S Only 0.490 0.210 <br /> L+S 1.862 0.798 <br /> D+L 2.522 1.086 <br /> D+S 1.640 0.708 <br /> D�L+S 3.012 1.296 <br />