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, Ross Engineering Design Project Title: <br /> ' Engineer: Project�D: <br /> Project Descr: <br /> i _ — � <br /> i WOOC� B@af11 File=C:lUserslRyanlDesktop\ENGINE-11Jobs1140011493L0-11CALCS11493.ec6 �. <br /> ENERCALC.INC.1983-2014,Build:6.t4.1.23,Ver.6.14.3.31 ! <br /> n t. :.:- �i,>. : . , — <br /> '- ,: -... - __._ :___ � . - _ <br /> Descnption Ht <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 Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity <br /> LoadCombinationASCE7-10 Fb-Compr 900.Opsi Ebentl-�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 32.210pcf <br /> Beam Bracing Beam is Fully Braced against lateral-torsion buckling <br /> D�u.563i 5�,0.�;36; <br /> D�0.075)S(0.125) <br /> 1 1 � 1 1 <br /> 1 _-- <br /> : I <br /> 4x10 <br /> Span=9250 ft <br /> Applied Loads '' <br /> � , <br /> , �,;_� :��,:_ � �� � ,��, ��� <br /> — - - - <br /> Beam self weight calculated and atlded to loads <br /> Uniforrn Load: D=0.0750, S=0.1250, Tributary Width=1.0 ft <br /> Point Load: D=0.5620, S=0.9360 k@ 1.250 ft <br /> DESIGN SUMMARY '- ° � <br /> Maximum Bending Stress Ratio = �"�� 1 Maximum Shear Stress Ratio = 0.5�1 : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb:Actual = 781.78psi fv:Actual = 97.30 psi <br /> FB:Allowable = 1,080.00psi Fv:Aliowabie = 180.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 3.646ft 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 0.085 in Ratio= `,;;�q <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.139 in Ratio= '9�3 <br /> Max Upward Total Defiection 0.000 in Ratio= <�gp <br /> Overall Maximum Deflections-Unfactoretl Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> - — - _ <br /> D+S 1 0.1394 4.422 0.0000 0.000 <br /> Vertical Reactions-Unfactored Supportnotation:Far leftis#1 Values in KIPS <br /> Loatl Combination Support 1 Support 2 <br /> Overall MAXimum 2.254 1.161 <br /> D Only 0.866 0.456 <br /> S Only 1.388 0.705 <br /> D+S 2.254 1.161 <br />