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• RossFngineering Design ProjectTitle: <br /> Er�gineer: Projeci iU: <br /> Project Descr: <br /> ----- — -- ------ - — - — — <br /> Wood Beam File=C:lUserslRyanlDesktoplENGINE-11Jobs1140011493L0-11CALCSi1493.ec6 �, <br /> ENERCALC,WG 1983-2014,Build:6.14.1.23,Ver:6.14.3.31 <br /> y. , . . <br /> �4��_.� �,�' �°.a�`. �_� ,�'';=�� �..` ';`�` _ r:�� .�� ���__'�„_ _r�, . _.,e_V a.� _ _ _ <br /> Description: H11 <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 3000 psi E:Modulus of Elasticity <br /> Load Combination�,SCE7-10 Fb-Compr 3000 psi Ebend-xx 2300ksi <br /> Fc-Prll 1800 psi Eminbend-xx 930ksi <br /> Wood Species : King Beam Fc-Perp 650 psi Ebend-yy 1600ksi <br /> Wo�d Grade GLB-MANUF Fv 300 psi Eminbend-yy 830ksi <br /> Ft 1100 psi Density 35 pcf <br /> Beam Bracing Beam is Fully Braced against lateral-torsion buckling <br /> ��o as�s�c�s <br /> 1 1 � ♦ ♦ <br /> � <br /> I <br /> I � <br /> 3.Sx9.5 <br /> Span=8250 ft <br /> Appiied Loads _. � ,��;� _...�+er,�. ..:,a i � .tor, ., � _,. _ <br /> Beam self weight calculated and adtled to loads <br /> Uniform Load: D=0.090, S=0.150, Tributary Width=1.0 ft <br /> DESIGN SUMMARY �'- � Q� � <br /> Maximum Bending Stress Ratio = 0.16Q 1 Maximum Shear Stress Ratio = 0.1G5 : 1 <br /> Section used for this span 3.5x9.5 Section used for this span 3.5x9.5 <br /> fb:Actual = 481.09psi fv:Actual = 37.40 si <br /> P <br /> FB:Allowable = 3.00O.00psi Fv:Ailowable = 300.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 4.125ft 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 0.027 in Ratio= _, <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.045 in Ratio= _ -.,, <br /> Max Upward Total Defiection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactored Loads <br /> _ _ _ _ _ - - - - - -- -- — -- — — — -- <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> — -- — — — — — -- — — — - — <br /> D+S 1 0.0452 4.155 0.0000 0.000 <br /> Vertical Reactions-Unfactored Supportnotation:Far left is#1 Values in KIPS <br /> — _ _ — <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 1.023 1.023 <br /> — — — - _—_-- — _ _ _ __ <br /> D Only 0.405 0.405 <br /> S Only 0.619 0.619 <br /> D+S 1.023 1.023 <br />