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Ib <br /> Title BIoGc Line 1 Title: � Job# <br /> You can change this area C Enpineer: <br /> using tfie'Settings'menu item Project Desc.: <br /> and Ihen using the'Ptlntlng 8 <br /> �Title Bleck'selection. <br /> Title Blak Line 6 �'"�'' °'`'tP'��' �`-'w" <br /> Wood Baam ENERGIC.INC.19B}t017,&ACd12EY1.W�6025 <br /> �.i�: <br /> Descnplion: mNer over m-bed <br /> CODEREFERENCES ______________ <br /> Calculations per NDS 2005, IBC 2006,CBC 2007,ASCE 7-05 <br /> Load Combination Set: IBC 2006 <br /> Material Properties _______ ___ _ __. ___ <br /> Anatysis Melhod: Allowable Slress Design Fb-Tension 850 psi E:Modulus of Elasticity <br /> Load Combination 1BC 2006 Fb•Compr 850 psi Ebend•xx 1300ksi <br /> Fc-Prll 1300 psi Eminbend-uc 470ksi <br /> WoodSpec:ies :HemFir Fc-Perp 405psi <br /> Wood Grade No.2 Fv 150 psi <br /> FI 525psi pensity 27.7p�} <br /> Beam Bracing : Beam is Fully Braced against lateral•torsion buckling <br /> D(0.038) S(0.05) D(0.038) S(0.05) <br /> r ♦ ♦ ♦ ♦ i— • • <br /> �a; — � `l.. <br /> ��;: <br /> �r , . �. <br /> � <br /> 2x12 � 2x12 <br /> Span=9.Ofl Span=6.Ofl <br /> Appllid L08d5 _ _ Sernce loads entaretl. Loatl Fectors will be appGed for calr.ulations <br /> Load(a Span Number 1 <br /> Uniform Load: D=0.038�, 5=0 050, Tnbularv Widlh=10 ft <br /> load for Span Number 2 <br /> Unilam Load� D=0.0380, S=0 O50, Tnbutarv Width=1 A fl <br /> DESIGNSUMMARY ______ _ _ _ _ _ � + � <br /> Maximum Bending Stress Ratio = 0.70T. 1 Maximum Shear Slress Ra�io = 0.292 : 7 <br /> Sadion used tor this span p%�2 SeCion used lor this span 2x72 <br /> Ib nauai = 60075psi N:Actual = 43.80 psi <br /> FB:Allowable = 850.00psi Fv:Allowable = 150.00 psi <br /> Load Combination �D�S++i Load Combinalion +D�S�Ii <br /> Location ot maximum on span = 9 OOOh Laation of maximum on span = 8.100fl <br /> Span q where maximum occurs = Span#t Span#where manimum occurs = Span k 1 � <br /> Mazimum De9ection <br /> Max Downward L�LnS DeOection 0.113 in Ratio= 1272 . <br /> Max Upward L+Lr.S Deflectlon -0.007 in Ratio= 15095 ' <br /> Max Downward Total DeOedion 0.199 in Ratio= 722 <br /> Mac Upward Total�e0edion -OA13 in Retio= 8576 <br /> Ovenll Maximum Deflections-Unfactored Loada <br /> Load Combinalan Span Max."DcA i.ocah:,n in Span Load ComGiraUon Ma�t.'✓Defl Loratbn in Span <br /> D�S 1 0.0028 1.9JB D�S -0.Ot26 7.131 <br /> D�S 2 01591 6.000 0.0000 7.131 <br /> Vertical Reactione•Unfadored 3uppwl noUtqn:far letl is k1 Values in KIPS <br /> LoadCombinatan SuDDoh� SuppcA2 SuppalJ <br /> bveral�mum —�Tf6 �fbb <br /> DOny 0.095 0475 <br /> SOnry 0.1i5 Ob25 <br /> D�S 0.220 1.100 <br />