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� I'y� <br /> Uniformly Loeded Floor Beam [94 UBC (91 NDSII Ver. 3.05 <br /> By: BUILDING DEPARTMENT, CITY OF EVEHETT on: 04-26-1996 <br /> �Oj°��' Locetlon: <br /> Beem Dats: <br /> Spen: L= 70.0 FT <br /> Meximum Unbraced Span: ��a Q � <br /> Live Loed Deflect. Criteria: L/ 380 <br /> Totsl Load Deflsct. Criterts: L/ 240 <br /> Roor Loading: <br /> Raor Dsed Load: FDL= 10 PSF <br /> Sida Ona: Roor Liva Load: FCLL�7!= 40 PSF <br /> Tributery Load SpanlSide One1: FTW�1�= 8.8 FT <br /> Side Two: Floor Live Load: FCLL�2►= 40 PSF <br /> Tributery Load SpenlSfds Twol: �yy�Z)_ Q � <br /> Live Load DuroNon Factor: FDF= 1.00 <br /> Well Lwd: WL= 66 PLF <br /> Averapa Uniform Live Loed: FLLeve= 40 PSF <br /> Basm Loading; <br /> Baam Total Uva Losd: BLL= 270 PLF <br /> BeamSelfWsipht: BSW= 8 PLF <br /> Bsem Totel Desd Load: TDL= 132 PLF <br /> Total Maxtmum Loed: TML= 402 PLF li <br /> Controllinp Total Das(pn Load: CTL= 402 PLF <br /> Ropartks For:X2- DOUGLAS FlR-LARCH <br /> Bandinp3dsss: Fb= 876 PSI <br /> ShearStnss: Fv= 96 PSI <br /> Modulut of Elasticity: <br /> ^dess Psrpandicular to O�ain: E� 7800000 PSI <br /> Adjus' .� Ropsrties Fc_perp= 826 PSI <br /> Fb' (Tensfonl: Fb•= 876 PSI <br /> Adjustment Facton: Cd=1.Q0 CI=1.00 <br /> Fv': Fv'= 96 PSI <br /> Adjustmant Facton: Cd�7,00 <br /> �edBn Asquinments: <br /> Mexfmum Momant: M= 6028 FT LB <br /> Shaer(@ d from beem andl: V= 1634 LBS I <br /> Comperiwns Wkh Required SecNons: <br /> Sectlon Modulus: Sreq= 89 IN3 <br /> Arsa: S� 83 IN3 <br /> Areq= 28 IN2 <br /> Moment of Inertia: A a 33 IN2 <br /> Ireq= 716 IN4 <br /> ��� �n�wats By: 9 % Conbolling Fector: Section Modulua �a 365 IN4 <br /> Deflectiona: <br /> Dead Load: DLD= 0.05 IN <br /> Live Load: LLD= 0.11 IN = L/1123 <br /> Totel Load: TLD= 0.18 IN = U755 <br /> Reections (Each Endl: <br /> Live Load: LL= 1352 LBS <br /> Deed Load: Dl= 859 LBS <br /> Total Load: TL= 2011 LBS <br /> Beerinp Langth Reqd.: BL= 1.07 IN <br /> Summary: 3.00 x 11.25 A'2- DOUGLAS FIR-LARCH - Dry Use <br /> �2) Zxlt <br />