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. Ross Engineering Design Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> � ---- -- - _ _ _ -- ---- --- � <br /> Wood Beam File=ClUserslRyanlDesktoplENGINE-11Jobs1140011493L0-11CALCSI1493.ec6 <br /> # � , �, -.. .. <br /> ENERCALC,INC.1983-2014,Build:6.14.1.23,Ver:6.14.3.31 <br /> , .a, —; . <br /> .:� .. �z �.: a�� . � ., � � , . �.; t� <br /> Descnption: B6 � rc� " <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 /> -- - -----___ __ _ <br /> Analysis Method: Allowable Stress Design Fb-Tension 2800 psi E:Modulus of Elasticiry <br /> Load Combination�SCE7-10 Fb-Compr 2800 psi Ebend-�c 2000ksi <br /> Fc-Prll 3000 psi Eminbend-x�c 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 /> �����?012)L(0 04) <br /> � ♦ ♦ ♦ ♦ <br /> 1 <br /> 1.75x11.87 <br /> Span=15.50 ft <br /> Applied Loatls _ . � <br /> _ - - ----- -- - _ ------ _ _ -----_ _ -- — - <br /> Beam self weight calculated and added to loatls <br /> Uniform Load: D=0.0120, L=0.040, Tributary Width=1.0 ft <br /> Point Load: D=0.1920, L=0.640 k@ 4.50 ft <br /> DESIGN SUMMARY �- � •:,.,: .,;:,:.;�: <br /> Maximum Bending Stress Ratio = .�3 1 Maximum Shear Stress Ratio = 0.24. : 1 <br /> Section used for this span 1.75x11.87 Section used for this span 1.75x11.87 <br /> fb:Actual = 1,183.85psi fv:Actual = 70.38 psi <br /> FB:Allowable = 2,800.00 psi Fv:Allowable = 285.00 psi <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span = 4.526ft Location of maximum on span = 0.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.245 in Ratio= ; <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.330 in Ratio= <br /> Max Upward Total Deflection 0.000 in Ratio= <�gp <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+�Defl Location in Span <br /> - - - - _. _-- —- - - - -- -- ._ _ _ - - -- -- - ---- <br /> D+L 1 0.3305 7.354 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 /> - - - - -- ----- -- - - -- - <br /> Overall MAXimum - 1.029 0.681 <br /> D Only 0.265 0.185 <br /> L Only 0.764 0.496 <br /> D+L 1.029 0.681 <br />