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• Ross�Engineering Design Project Title: <br /> Ei�yineer: Froject iD: <br /> Project Descr: <br /> WOOC� B@8CT1 File=ClUserslRyanlDesktoplENGiNE-11Jobs1140011493L0-11CALCS\1493.ec6� <br /> ENERCALC,INC 1983-2014 Build:6.i4.1 23 Ver 6 14.3 31 <br /> ,�,,�x,:,�.?,b�.f:�; �°.��u�'sr r <br /> F; .L=::. ,.r.'»a. . ._ <br /> Description: H12 <br /> CO�E REFERENCES <br /> - - - - -__— _ _ - - — <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: Allowable Stress Design Fb-Tension 3000 psi E:Modulus of Elasticity <br /> Load Combination ASCE7-10 Fb-Compr 3000 psi Ebend-�c 2300ksi <br /> Fc-Prll 1800 psi Eminbend-�c 930ksi <br /> Wood Species King Beam Fc-Perp 650 psi Ebend-yy 1600ksi <br /> Wood Grade :GLB-MANUF Fv 300 psi Eminbend-yy 830ksi <br /> Ft 1100 psi Density 35 pcf <br /> Beam Bracing : Completely Unbraced <br /> ��o_o��i s���2s) <br /> ♦ ♦ ♦ � ♦ <br /> �:;s�s;�o; <br /> � ♦ ♦ � � <br /> 3.5x11.875 <br /> Span=16.250 ft <br /> _ApPlied Loads � , <br /> , . �. ���;��, , �� _�.� -.; � <br /> __ _ -- <br /> Beam self weight calculated and added to loads <br /> Load for Span Number 1 <br /> Uniform Load: D=0.060, S=0.10 k/ft,Extent=0.0--»9.0 ft, Tributary Width=1.0 ft <br /> Uniform Load: D=0.0750, S=0.1250 k/ft,Extent=0.0--»16.250 ft, Tributary Width=1.0 ft <br /> DESIGN SUMMARY �- • • <br /> Maximum Bending Stress Ratio = 0.52� 1 Maximum Shear Stress Ratio = 0.288 : 1 <br /> Section used for this span 3.5x11.875 Section used for this span 3.5x11.875 <br /> fb:Actual = 1,488.59psi fv:Actual = 86.51 psi <br /> FB:Allowable = 2,864.95psi Fv:Allowable = 300.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 7.413ft Location of maximum on span = O.00Oft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.258 in Ratio= <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.427 in Ratio= - <br /> Max Upward Total Deflection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactoretl Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> -- <br /> D+S 1 0.4271 8.006 0.0000 0.000 <br /> Vertical Reactions-Unfactoretl Supportnotation:Farleftis#1 Valuesin KIPS <br /> Load Combination Support 1 Support 2 <br /> - — -- <br /> Overall MAXimum 2.748 2.106 <br /> --- _ - <br /> D Only 1.082 0.841 <br /> S Only 1.666 1.265 <br /> D+S 2.748 2.106 <br />