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, Ross Engineering Design Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> __ ___ _ - _ __ _ _ _. <br /> I WOOC� B@af11 File=C:lUserslRyanlDeskroplENGINE-11Jobs1140011493L0-11CALCS11493.ec5 ' <br /> i ENERCALC:INC.1983-2014,Build:6.14.1.23,Ver:6.14.3.31 i <br /> � � : � <br /> Description� B� <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 /> Analysis Method: Allowable Stress Design Fb-Tension 2800 psi E:Modulus of Elasticity <br /> Load Combination�,SCE7-10 Fb-Compr 2800 psi Ebend-�c 2000ksi <br /> Fc-Prll 3000 psi Eminbend-xx 2000ksi <br /> Wood Species : Boise Cascade Fc-Perp 750 psi <br /> Wood Grade Versa Lam 2800 Fv 285 psi <br /> Ft 2100 psi Density 32.21 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br /> ♦ ♦ - -. ♦ ♦ <br /> I � <br /> � <br /> 2-1.75x11.87 <br /> Span=10.0 ft <br /> Applied Loads �� .. _:, �,:- . ,. . <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=0.3920, S=0.630, Tributary Witlih=1.0 ft <br /> DESIGN SUMMARY ���-,`z��;, d- � <br /> Maximum Bending Stress Ratio = �.G�2 1 Maximum Shear Stress Ratio = 0.52� : 1 <br /> Section used for this span 2-1.75x11.87 Section used for this span 2-1.75x11.87 <br /> fb:Actual = 1.880.58psi fv:Actual = 149.42 psi <br /> FB:Allowable = 2,800.00psi Fv:Allowable = 285.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> �ocation of maximum on span = 5.00Oft 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 0.146 in Ratio= �__ <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.239 in Ratio= �,�� <br /> Max Upward Total Deflection 0.000 in Ratio= <�$Q <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D+S 1 0.2389 5.036 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 SuppoR 2 <br /> Overall MAXimum 5.156 5.156 <br /> D Only 2.006 2.006 <br /> S Only 3.150 3.150 <br /> D+S 5.156 5.156 <br />