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• RossF_ngineeringDesign ProjectTitle: <br /> Engineer: Project ID: <br /> Project Descr: <br /> r— _ __ - -- - <br /> Wood Beam Fde C1UserslRyanl�esktoplENGINE-11Jobs1140D11493L0-11CALCS11493ec6 <br /> ENERCALC,INC 1983-2014,Build:6.14.1.23,Ver.6 14 3.31 <br /> { trz,zvr�^s , —. <br /> , _ <br /> -.. s _ . _ � _ _-r . :t. ..__y..� . ,.-'- . _ _-. .�_�. . . ... . .. . . .... _.. _ . . _ _. <br /> �Descnption: Hi3 <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: AI lowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticiry <br /> Load Combination�SCE7-10 Fb-Compr 900.0 psi Ebend-�c 1,600.Oksi <br /> Fc-Prll 1,350.0 psi Eminbend-�c 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.Opsi Density 32.210pcf <br /> Beam Bracing Beam is Fully Braced against lateral-torsion buckling <br /> ���'J45)S(0.0751 <br /> 1 / 1 1 � <br /> �' <br /> -�--- -- -- ___ --- - - - - --- -- -� <br /> 4x8 <br /> Span=9.250 ft <br /> Applied Loads - . . .. ���:e�E <<.!��_ - ., � � � _ � <br /> ___ - _ _ _ __ _ _ _ <br /> Beam self weight ca�culated and added to loads <br /> Uniform Load: D=0.0450, S=0.0750, Tnbutary Width=1.0 ft <br /> DESIGNSUMMARY ' �=���� � • <br /> � __ �-�:� <br /> Maximum Bending Stress Ratio = �.•4��C= 1 Maximum Shear Stress Ratio = 0.167 : 1 <br /> Section used for this span 4x8 Section used for this span 4x8 <br /> fb:Actual = 526.06psi fv:Actual = 30.10 psi <br /> FB:Allowable = 1.170.00psi Fv:Allowable = 180.00 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 4.625ft Location of maximum on span = 8.676ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.070 in Ratio= <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.117 in Ratio= _- . <br /> Max Upward Total Deflection 0.000 in Ratio= l <180 <br /> Overall Maximum Deflections-Unfactored Loads <br /> _ - -- _- ----- - <br /> Load Combina6on Span Max.°"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> ---- - -- - - ___ __ <br /> D+S 1 0.1171 4.659 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notalion:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> _ _ - - - — _- <br /> Overall MAXimum 0.581 0.581 <br /> — - _ __. _ _ _ . _ <br /> D Only 0.234 0.234 <br /> S Only 0.347 0.347 <br /> D+S 0.581 0.581 <br />