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, Ross Engineering Design Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> �I WOOC� B@alll File=C:lUserslRyanlDesktoplENGWE-1\Jobs1140011493L0-11CALCS!1493.ec5 � <br /> ENERCALC,WC.1983-2014,Buiitl:6.14.t23,Ver.6.14.3.31 j <br /> _ _ 6�.�. .r r4,�_�.. �v :�'�`��.:�':� ��t`,��3��:`_� '�.a°..�, rz�..,.,_ ;. — --. ... . . . . .. — — <br /> Description: H48 <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 /> – — — - - — — — <br /> Analysis Method: Allowable Stress Design Fb-Tension 875 psi E:Modulus of Elas[iciry <br /> Load Combination ASCE7-10 Fb-Compr 875 psi Ebend-xx 1300ksi <br /> Fc-Prll 600 psi Eminbentl-�c 470ksi <br /> Wood Species : Douglas Fir- Larch Fc-Perp 625 psi <br /> Wood Gratle :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 /> ♦ ♦ ♦ ♦ ♦ <br /> II <br /> sXio - <br /> Span=6250 ft <br /> Applied Loads � � ,, � , �� � � �� <br /> - .. . ;�. �, � , <br /> Beam self weight calculated and added to loads <br /> Uniform Load: D=0.330, S=0.550, Tributary Width=1.0 ft <br /> DESIGNSUMMARY ;,s4�a.,:,:y�.r;=��:��_$;,;,;"�,_}�,� <br /> Maximum Bending Stress Ratio = 0.7d2 1 Maximum Shear Stress Ratio = u.�:;; : 1 <br /> Section used for this span 6x10 Section used for this span 6x10 <br /> fb:Actual = 631.55psi fv:Actual = 60.14 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 = 3.125ft Location of maximum on span = 5.474ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.037 in Ratio= ;1 <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Totai Deflection 0.060 in Ratio= _-.-, <br /> Max Upward Totai Deflection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Loca6on in Span <br /> . - - - - — — — — --- <br /> D+S 1 0.0603 3.148 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> - - - - - - - - - - — - — - -- _- <br /> Load Combination SuppoR 1 Support 2 <br /> Overall MAXimum 2.787 2.787 <br /> D Only 1.068 1.068 <br /> S Only 1.719 1.719 <br /> D+S 2.787 2.787 <br />