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Ross.Engineering Design Project Title: <br /> Engineer. Project ID: <br /> Project Descr: <br /> — -- --- --- -- — =- _ <br /> Wood Beam File=C:lUsers\RyanlDesktoplENGWE-11Jobs1140011493L0-tICALCS11493.ec6�'� <br /> ENERCALC,INC 1983-2014,Build:6 14 1 23,Ver 6.14 3.31 I' <br /> ,�.�. .7 e�a` � � � �,� <br /> �.�b�,� ,�--a.-r�... t3'�r„ _ _ . _ _. ... . . <br /> Descnption: g�4 <br /> CODE REFERENCES <br /> Calculations per NDS 20'12, IBC 2012, CBC 2013, ASCE 7-10 <br /> Load Combination Set: ASCE7-10 <br /> Material Properties <br /> -- --- - <br /> — -- — -- <br /> Analysis Methotl: Allowable Stress Design Fb-Tension 2800 psi E:Modulus ofElas[icity <br /> Load Combination�SCE7-10 Fb-Compr 2800 psi Ebend-xx 2000ksi <br /> Fc-Prll 3000 psi Eminbend-�c 2000 ksi <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 /> D(0224)L�028)S(0.1) <br /> ♦ ♦ ♦ ♦ ♦ <br /> 1 I <br /> 2-1.75x11.87 <br /> Span=14.0 ft <br /> Appiied Loads Ser✓ice loads entered. Load Factors wili be appiied ior caiculations. <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=02240, L=0.280, S=0.10, Tnbutary Width=1.0 ft <br /> DESIGN SUMMARY � �-g- � o � <br /> Maximum Bending Stress Ratio = O.�t�z 1 Maximum Shear Stress Ratio = 0.3G':' : 1 <br /> Section used for this span 2-1.75x11.87 Section used for this span 2-1.75x11.87 <br /> fb:Actual = 1,852.43psi fv:Actual = 112.78 psi <br /> FB:Allowable = 2,800.00psi Fv:Allowable = 285.00 psi <br /> Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H <br /> Location of maximum on span = 7.00Oft Location of maximum on span = 13.029ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.338 in Ratio= -,., <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Totai Deflection 0.546 in Ratio= ;"u <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+S 1 0.5459 7.051 0.0000 0.000 <br /> Vertica I Reactions-Unfactoretl Support notation:Far left is#1 Values in KIPS <br /> - _ _ _ -- —_— <br /> Load Combination SuppoR 1 SuppoR 2 <br /> Overall MAXimum 4.293 4.293 <br /> D Only 1.633 1.633 <br /> L Only 1.960 1.960 <br /> S Only 0.700 0.700 <br /> L+S 2.660 2.660 <br /> D+L 3.593 3.593 <br /> D+S 2.333 2.333 <br /> D+L+S 4.293 4.293 <br />