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. Ross Fngineering Design Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> _ __ _ --- -- -- -- - - <br /> WOOC� B@1171 File=C:lUserslRyanlDesktoplENGWE-11Jobs1140011493L0-1\CALCSN493.ec6 ,f <br /> � ENERCALC,INC.1983-2014,Build:6.t4.1.23,Ver:6.14.3.31 � <br /> .. _.� ,_.. . �. , � <br /> Descnption: B14 _ _ _ . <br /> CODE 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 900.0 psi E:Modulus of Elasticity <br /> Load Combination�SCE7-10 Fb-Compr 900.0 psi Ebend-�c 1,600.0ksi <br /> Fc-Prll 1,350.0 psi Eminbend-�c 580.0 ksi <br /> Wood Species DouglasFir-Larch Fc-Perp 625.0 psi <br /> Wood Grade No.2 Fv 180.0 psi <br /> Ft 575.Opsi Density 32.210pcf <br /> Beam Bracing Beam is Fully Braced against lateral-torsion buckling <br /> � � � � � <br /> ,, <br /> ��__ ___ -- - - - -� <br /> d�c8 <br /> Span=6.0 ft <br /> AppllBd L08dS �:�r.�c: ;oa a_ �rne�:;., �_oad I ,�.�r�w�i�� ;pr�h i � ���7i �_�����.; <br /> _ _ __.._._. _ _ _ __ ----_ _ <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=0.0860, S=0.1440, Tributary Witlth=1.0 ft <br /> DESIGN SUMMARY `�"��"'"``����' <br /> Maximum Bending Stress Ratio = �^�.3F� 1 Maximum Shear Stress Ratio = v.���' : 1 � <br /> Section used for this span 4x8 Section used for this span 4x8 <br /> fb:Actual = 415.07psi fv:Actual = 33.56 psi <br /> FB:Allowable = 1,170.00 psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 3.00Oft 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 0.024 in Ratio= _ <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Totai Deflection 0.039 in Ratio= _.,. <br /> Max Upward Total Deflection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactoretl Loads <br /> — _ - -- - <br /> Load Combination Span Ma�c.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> — __ _ - _ _ -- _ _ --- - ---- <br /> D+S 1 0.0389 3.022 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> - — _ -- - _---- - <br /> Overall MAXimum 0.707 0.707 <br /> D Only 0.275 0.275 <br /> S Only 0.432 0.432 <br /> D+S 0.707 0.707 <br />