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Title Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the'Settings°menu item Project Descr: <br /> and then using the Printing& <br /> Title Block'selection. <br /> Title Block Line 6 _ Printed.31.w 017,12:35PM <br /> Re.'DADA ARdniVEtERCALL17858. 8 <br /> Wood Beam ENERCALC,INC.19832017,Build:6.i7116,Ver.6.i7.1.16 <br /> Licensee_�Covington <br /> Inc.#: Vtit-Ot')011t}1 � <br /> Description: garage beam <br /> CODE REFERENCES <br /> Calculations per NDS 2005, IBC 2009,CBC 2010,ASCE 7-10 <br /> Load Combination Set: IBC 2015 <br /> Material Pro s erties <br /> Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi E:Modulus of Elasticity <br /> Load Combination iBC 2015 Fb-Compr 1,850.0 psi Ebend-xx 1,800.0 ksi <br /> Fc-Pill 1,650.0 psi Eminbend-xx 950.0ksi <br /> Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0ksi <br /> Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 850.0 ksi <br /> Ft 1,100.0 psi Density 31.20pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> [7(0.341)S(0.569) <br /> 0(0.12.)1(0.4) ' <br /> *1K <br /> K <br /> �.... <br /> I <br /> 5.5x13.5 <br /> Span=18.0 ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Point Load D=0.3410, S==0.5690 k R 6.50 ft <br /> Uniform Load: D=0.120, L=0.40, Tributary Width=1.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.665 1 Maximum Shear Stress Ratio = 0.329 : 1 <br /> Section used for this span 5.5x13.5 Section used for this span 5.5x13.5 <br /> fb:Actual = 1,593.37 psi N:Actual = 87.21 psi <br /> FB:Allowable = 2,391.79psi Fv:Allowable = 265.00 psi <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span = 8.737ft 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 Transient Deflection 0.468 in Ratio= 461>=360. <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360.0 <br /> Max Downward Total Deflection 0.640 in Ratio= 337>=240. <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum °__ ,At <br /> Overall MINimum 0.364 0.205 <br /> +0+H 1.298 1.203 <br /> +D+L+H 4.898 4.803 <br /> +D+Lr+i+ 1.298 1.203 <br /> +D+S+H 1.661 1.409 <br /> +D+0.750Lr+0.750L+H 3.998 3.903 <br /> +0+0,750L+0.750S41 4.271 4.057 <br /> +0+0.60W+H 1.298 1.203 <br /> +D+0.70E+H 1.298 1.203 <br /> +0+0.750Lr+0.750L+0.450W+H 3.998 3,903 <br /> +0+0,750L+0.750S+0.450W+H 4.271 4.057 --- <br /> Zi /0 <br /> __---- <br />