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, Ross Engineering Design Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> I WOOC) B@alll File=C:\UserslRyan\DesktoplENGiNE-1\Jobs1140011493L0-11CALCS11493.ec6 I. <br /> ENERCALC,WC.1983-2014,Build:6.t4.1.23,Ver.6.14.3.31 <br /> -- <br /> _ s�:,;�`�.., s .,,� . ,, .., <br /> Description: H2B <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 /> Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus ofElas[icity <br /> Load Combination�SCE7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.Oksi <br /> Fc-Prll 1,350.Opsi 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 32.210 pcf <br /> Beam Bracing : Beam is Fully Braced against laterai-torsion buckling <br /> ♦ ♦ _���.�_ ♦ <br /> -----_ _ I <br /> aXi o <br /> Span=6.0 ft <br /> Applied Loatls � � ��_�t�, � �_� � _ _ _ , <br /> Beam self weight calculated antl atlded to loads <br /> Uniform Load: D=0.30, S=0.50, Tributary Width=1.0 ft <br /> DESIGN SUMMARY �`�"�:�����i� ;�t�v�� <br /> Maximum Bending Stress Ratio = �.�G� 1 Maximum Shear Stress Ratio = _. ._. �: : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb:Actual = 873.37psi fv:Actual = 83.54 psi <br /> FB:Allowable = 1.080.00pSi Fv:Allowable = 180.00 pSi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 3.00Oft 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 0.040 in Ratio= . <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.064 in Ratio= ' i�3 <br /> Max Upward Totai Deflection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactoretl Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D+S 1 0.0641 3.022 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> —-- -- - __ __- ---_ ---- <br /> Overall MAXimum 2.422 2.422 <br /> D Only 0.922 0.922 <br /> S Only 1.500 1.500 <br /> D+S 2.422 2.422 <br />