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, Ross Engineering Design Project Title: <br /> ' Engineer: Project ID: <br /> Project Descr: <br /> ---__ . — - <br /> File=C:1UserslRyanlDesktoplENGWE-11Jobs1140011493L0-11CALCS11493.ec6 <br /> I WOOC� B@8111 ENERCALC INC.19832D14,BuiId:6.14.1.23,Ver:6.14.3.31 i <br /> n --- -- -- <br /> . .� � 1;:. �Y�i .- . _,..w�._:;i�,+&�.� ..,.,d , .::.�',�.rai'. ,�..r_ =`�.�,,'�, . , . � . . � � �.. . <br /> Description: H1B <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 /> Analysis Methotl: Al lowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE7-10 Fb-Compr 900.0 psi Ebend-�c 1,600.Oksi <br /> Fc-Prll 1,350.0 psi Eminbend-�c 580.Oksi <br /> Wood Species DouglasFir-Larch Fc-Perp 625.0 psi <br /> Wood Grade :No.2 Fv 180.0 psi <br /> Ft 575.0 psi Density 32.210 pcf <br /> Beam Bracing Beam is Fully Braced against lateral-torsion buckling <br /> i�(� r,s�s����� <br /> G�u_03)S(0_05) <br /> 1 1 ♦ 1 1 <br /> 6x10 <br /> Span=9.250 ft <br /> Applied Loads ;: , ; - <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=0.030, S=0.050, Tributary Width=1.0 ft <br /> Point Load: D=1.650, S=2.750 k@ 1.250 ft <br /> DESIGN SUMMARY �� � • <br /> Maximum Bending Stress Ratio = 0.84Q 1 Maximum Shear Stress Ratio = �.663 : 1 <br /> Section used for this span 6x10 Section used for this span 6x10 <br /> fb:Actual = 755.93psi fv:Actual = 119.38 psi <br /> FB:Allowable = 900.00psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 1.249ft 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 0.064 in Ratio= <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Totai Deflection 0.105 in Ratio= <br /> Max Upward Total Deflection 0.000 in Ratio= <�gQ <br /> Overall Maximum Defiections-Unfactored Loatls <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D+S 1 0.1050 4.119 0.0000 0.000 <br /> Vertical Reactions-Unfactoretl Support notation:Far left is#1 Values in KIPS <br /> Load Combination SuppoR 1 Support 2 <br /> Overall MAXimum 4.229 1.019 <br /> D Only 1.620 0.416 <br /> S Only 2.610 0.603 <br /> D+S 4.229 1.019 <br />