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� RossFngineeringDesign ProjectTitle: <br /> Engineer: Project ID: <br /> Project Descr: <br /> WOOC� B@1111 File=C:lUserslRyanlDesktoplENGINE-11Jobs1140011493L0-11CALCS11493.ec6 � <br /> ENERCALC,INC.1983-2014,Build:6.14.1.23,Ver.6.14.3.31 i <br /> ._ �� ,. .. ;���'� . � .. ,._ _. . _ .. . .. <br /> . .. <br /> Descnption: H7 <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 /> — - -- - -_ _ _ -- --- — ------ <br /> Analysis Method: Allowable Stress Design Fb-Tension 900_0 psi E:Modulus of Elasticiry <br /> Load Combination�SCE7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.Oksi <br /> Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi <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 /> � ♦ ♦ ♦ ♦ <br /> i _ _ _ - - _ _ __ _ -- - <br /> I <br /> �� ---_- ------- --------------- -----I. <br /> 4x10 <br /> Span=6250 ft <br /> /�pp�l@d�08dS S. . ��i.�_,i , _�re�� L�,ai��3��.0 s�,n�w l,�U�;u .or c� �.�. <br /> _ _ - ------- --___ _--- --------- <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=0.30, S=0.50, Tributary Width=1.0 ft <br /> DESIGN SUMMARY �'���'� ''��'"�"'"� <br /> .fi.;...i. . ... .... ...... ...., <br /> Maximum Bending Stress Ratio = 0.877` 1 Maximum Shear Stress Ratio = 0.=t�;� : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb:Actual = 947.66psi fv:Actual = 88.73 psi <br /> FB:Allowable = 1,080.00 psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 3.125ft Location of maximum on span = 5.497 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.047 in Ratio= <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.075 in Ratio= �_ <br /> Max Upward Total Deflection 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 0.0755 3.148 0.0000 0.000 <br /> Vertica I Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> - - - -- - _ _ ----- <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 2.523 2.523 <br /> -- _ . . -- — <br /> D Only 0.960 0.960 <br /> S Only 1.563 1.563 <br /> D+S 2.523 2.523 <br />