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, Ross Engineering Design Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> �; WOOCI B@atl1 File=C:\UserslRyanlDeERCALC INC.~1983-2014oBu1d36_1o41`23,Ver1�614.3.31 � <br /> ��. _ <br /> Description: H4 <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: AI lowable Stress Design Fb-Tension 875 psi E:Modulus of Elasticity <br /> Load Combination ASCE7-10 Fb-Compr 875 psi Ebentl-�c 1300ksi <br /> Fc-Prll 600 psi Eminbend-xx 470ksi <br /> Wood Species Douglas Fir- Larch Fc-Perp 625 psi <br /> Wood Grade No.2 Fv 170 psi <br /> Ft 425 psi Density 32.21 pcf <br /> Beam Bracing Beam is Fully Braced against lateral-torsion buckling <br /> ��o.r�s,00s, <br /> D(1.103 t..���. 1 1 � <br /> r - r0� <br /> 1 �� � 1 � <br /> ! _ - _ __ __ _ _.__ <br /> 6x10 <br /> Span=6250 ft <br /> Applied Loatls � � � �� : _�� � � � � � � <br /> Beam self weight calculated and addetl to loads <br /> Load for Span Number 1 <br /> Uniform Load: D=0.2170, S=0.3620 k/ft,Extent=0.0--»2.0 ft, Tributary Witlth=1.0 ft <br /> Uniform Load: D=0.030, S=0.050 kfft,Extent=2.0—»6.250 ft: Tributary Width=1.0 ft <br /> Point Load: D=1.103, S=1.688 k@ 2.0 ft <br /> DESIGN SUMMARY ��r �.:,�;`_'A� £!t� " <br /> Maximum Bending Stress Ratio = u.8U5 1 Maximum Shear Stress Ratio = �V='.33 : 1 <br /> Section used for this span 6x10 Section used for this span 6x10 <br /> fb:Actual = 704.54psi fv:Actual = 73.63 psi <br /> FB:Allowable = 875.00psi Fv:Allowable = 170.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 2.007ft 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 0.033 in Ratio= ?=�;_� <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.054 in Ratio= C;7G <br /> Max Upward Total Deflection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Mau."+"Defl Location in Span <br /> D+S 1 0.0545 2.851 0.0000 0.000 <br /> Vertical Reactions- Unfactored Support notation:Far left is#t Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 3.023 1.339 <br /> D Only 1.194 0.543 <br /> S Only 1.828 0.796 <br /> D+S 3.023 1.339 <br />