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iitle Block Une 1 Title: ( Job# ( � <br /> You can change this area � Engineer: <br /> using ihe'Settings'menu item Project Desc.: <br /> an0 t�en using the'Ptlnting 8 <br /> TiVe 81ak'seleclion. <br /> Ti118BIotkL'In06 _ "iL° ��"hY��� ���`� <br /> Wood B�am �+�xcuc.ir+c.,oum,ze�ae:s.,ad:,,v.s.o.n <br /> � � � <br /> Descriplion: d�eck e.nt.BeA N J beam <br /> CODE REFERENCES _ — <br /> Calculations per NDS 2005, IBC 200fi, CBC 2007,ASCE 7-05 <br /> Load Combinetion Set: IBC 2006 <br /> Material Properties ___ <br /> Analysis Melhod: Allowebte Stress Design Fh-Tension 1350 psi E:Modulus of Elasficity <br /> LoadComWnatlonlBC2008 fb-Compr 1350psi Ebend-rx i600ksi <br /> Fc•Prll 925 psi Eminbend•xx 580ksi <br /> Wood Species : Dougias Fir-Larch FV'Pery ��O Psi <br /> Wood Grade No.1 � <br /> Ft 675 psi pensity 32.21 pcf <br /> 9eam Bracing : Beam is Fully Braced agains�lateral-torsion buckling <br /> D(0.24 D(0.12)L(0.42) D(B�q�42) <br /> D 0.016 L 0.0533 ��� �—��i0.016) L(�533��� <br /> �F��xi tt,,�;t l+rt Mr' 7 � f-.i: f ��57At + a ^Mti,r:y ��qrYS ,•'if:tqX�`.t+t"�,`Ii.Ibf�p'Uf''r!!�'%;��? <br /> �' f�'•�?�, #PP7��}n4 v �, ` � t .;t� r . -.` �,e. � � ,x ( > > 'a r, x, "��'�Y���S{j, S� <br /> V <br /> 1 <br /> 6X12 6%�Z <br /> Span= 14.0 fl Span=5.0 fl <br /> Applled LOedf ___________ Service ioads entered LoaC Factors will be aDP�ietl for wlcWations <br /> Load fa Span Number t <br /> UnifwmLoacl: D=00160, L=G05330kIft,Eztent=OA-»4,Ofl, TnbutaryWdth=l.Ofl <br /> Unifortn Load: D=0120, L=0 420 klft,Exlent=4 0-»14 A f1, Tributary Widih=1.0 fl <br /> Poinl Lcad: D=0240. L=O.BO k p 4 0 h <br /> Load lor Span Number 2 <br /> Uniform Load: D=0.0160, L=0.05330 klfl,Extent=0 0-»4.50 fl, Tributary Width= 1 D h <br /> Unilorm Load: D=0,120, L=0 420 klft.Extent=4,0-»S O fl. Tnbularv Width= 1.O fl <br /> Pant Load: D=0240, L=O BO k no 4 0 8 <br /> DESlCNSUMMARY_ _. � � <br /> Mazimum Bending Stress Roli� = 0.73T. t Maximum Shear Stress Ratio = 0.566 : 1 <br /> Section used for this span 6x12 Section used tor Ihis span 6x12 <br /> Po:Actual = 994.54psi (v:Actual = 96.30 psi <br /> FB:AllowaDle = 1,350.00p:i Fv:A��owah�e _ 170.00 psi <br /> Load Combination +D�L+H Load Canbination +D�L�FI <br /> Location ot maximum on span = 14 0001� Location ol mauimum on span = 13.13Bfl <br /> Span k where ma�cimum acws = Span p 1 Span p w�ere maximwn occurs = Span P 1 � <br /> Mazimum Deflection <br /> Max DownwaM ULr�S DeBectwn 0.1 B4 in Raho= 915 <br /> Max Upward L+Lr.S DeOection -0.017 in Ratio= 3536 <br /> Maz Downward Total Defledion 0.237 in Ratio= 710 <br /> Maz Upward Total DeBedion •0.022 in Ratio= 27qB <br /> .. . .. ......_. .. . . . .. <br /> Overall Maxlmum Deflectlons-Unlactored Loads _ <br /> Load ComCinaGon Span Max "Oefl Wcatan u�Span Load Combinatan Ma�.':DeA Loration In Span <br /> D�L -----t -- 01366 6.354 O.00DO 0.000 <br /> 2 0.0000 6354 D�L -00278 2.OJ8 <br /> VeAical Reaetions-Unfactored Suppoq nota6on:Far letl a q1 vawca in Kias <br /> Load Combination Suppoh 7 Support 2 Suppo�3 <br /> bverxllTdA imum-----�.141 Zi-463- -�53f— <br />