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f <br /> Uni(ormly LoaBded eff HeBmanl,Ci�sof Everettt oo:041I05-2013de1(O9 28 P^^Ver: 7.01.14 <br /> y: Y <br /> Proiect�. - Location: <br /> t ummary: <br /> 3.5 IN x 9.25 IN x 14.0 FT /#2- Douqlas-Fir-Larch- Dry Use <br /> Section Inadequate By: 190.2`/o Controlling Factor.Section Modulus I Depth Required 15.7J In <br /> Detleclions: DLD= 026 IN <br /> Dead Load: FAILEC LLD= 0.98 IN =L1171 <br /> Live Load: FA�LED TLD= 1.24 IN =LI135 <br /> Total Load: <br /> Rre ��!��ns(Each End)�. LL-Rxn= 2540 LB <br /> Live Load: DL-Rxn= 784 LB <br /> Dead Load: TL-Rxn= 3724 LB <br /> Total Load: g�= 1.70 IN <br /> Bearing Lenglh Required (Beom only, support capacity not checked): <br /> Beam Dala: �- 14.0 FT <br /> SPan: ��= 0.0 FT <br /> Unbraced Lenqth-Top of Beam: �� 330 <br /> Live Load DeflecL Criteria �/ 240 <br /> Total Load De11ecL Criteria: <br /> FloorLoadinq: ���= 40.0 PSF <br /> Floor Live Load-Side One: DL1= 10.0 PSF <br /> Floor Dead Load-Side One: TW�= 5.25 FT <br /> Trib��tarv Width-Side One: ��p= q0.0 PSF <br /> Floor Livc Load-Side Two. DL2= 10.0 PSF <br /> Floor Dead Load-Side Two: 7y�= 5.25 FT <br /> Tributarv Width-Side Two: �d_ �.pp <br /> Live Load Duration Faclor. WALL= 0 PLF <br /> Wall Load: <br /> Beam Loadinq: W�- 420 PLF <br /> Beam Tolal Live Load: ggW= 7 PLF <br /> 8eam Self Weiqht: ,Np- ��Z PLF <br /> Beam Tolal Dead Load: W7= 532 PLF <br /> Total Maximum Load: <br /> Properties For.#2- Douglas-Fir-Larch Fb= 900 PSI <br /> Dendinq Slress: Fy- 180 PSI <br /> ShearSlress: �- 1600000 PSI <br /> Modulus of ElasticitV: E-Min= 580000 PSI <br /> Adiusled Modulus of Elasticily: Fc_perp= 625 PSI <br /> Stress Perpendicular to Grain: <br /> Adjusted Properties Fb'= 1080 P51 <br /> Fd(Tension): <br /> Adjustment Factors�. Cd=1.OD CF=1.20 F�= 180 PSI <br /> Fv': <br /> AdNsimenl Faclors: Cd=1.00 <br /> Design Requirements: M= 13034 FT-LB <br /> Conlrollinq Nioment: <br /> 7.0 fl frOm lett SuppOrt <br /> Critical moment created by combining all dead and live loads. �_ 3352 L8 <br /> Con�rollinq Shear: <br /> At a distance d from support. <br /> Critical shear created by combining all dead and live loads. <br /> Compansons Wlh Required Sections: Sreq= 744.83 IN3 <br /> Section Modulus(Moment): FAILED S= 49.91 IN3 <br /> Areq= 27.93 IN2 <br /> Area (Shear): q= 32.38 IN2 <br /> Moment of Inertia(Deflection): Ireq= 486.13 IN4 <br /> FAILED 1= 230.BA IN4 <br />