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Floor Jdst( 20081ntemaGonal P ldinp Code (D5 NDS)1 Ver: 7.01.10 <br />By: Doup Enpllson , Impreaslon Desipn on: OS28-2009 : 3:57:39 PM <br />Prolect: C�C= RASCH PARK BASIC RESIDENCE - Locatlon: TYPICAL FLOOR JOIST with code allowed ma�imum defleclion <br />Summery: <br />1.5 IN z 11.25 IN x 17.75 FT p) 18 O.C. / N2 - Hem-Flr - Dry Uee <br />Sedion Adequate By: 0.2% Controlling Fedor: Sectbn Modulue / Depth Required 11.24 In <br />Center Span Defledlons: <br />Dead Loed: � OLD-Center= 0.72 IN <br />Live Load: LLD-Cente� 0.51 IN = U414 <br />Totel Load: TLD-Center- 0.83 IN = L/33B <br />Center Span LeR End Readions (SuppoA A): <br />Live Load: LL-Rxn•A= �73 LB <br />Dead Load: DL-Rxn-A= 107 LB <br />Tolel Load: TL-Rxn-A= 580 LB <br />Bearinp Lenpth Requlred (Beam only, aupport capadty not checked): BL-A= O.B5 IN <br />Center Span Ripht End Reactlons (SuppoA 8): <br />Llve Load: LL-Rzn-B= �73 LB <br />Dead Load: DL-Rxn•B= 107 LB <br />Totel Load: TL-Rim-B= 580 LB <br />Beering Length Required (Beam only, support capecity not chedced): BL-B= 0.95 IN <br />Jolst Date: <br />Center Spen Lenqth: L2= 17.75 FT <br />Floor shealhinp applfed to top ol jolsts-top of �oiats full braced. <br />Llve Load Duration Fador: Cd= 1.00 <br />Live Loed Defled. Criteria: U 380 <br />Total Load DeOed. Cdteda: L/ 240 <br />Center Spen Load(np: aaoa � : <br />Uniform Floor Loading: RE� <br />Live Load: � Y LL-2= 40.0 PSF <br />Deed Load: I DL•2= 9.0 PSF <br />Total Loed: TL-2= 49.0 PSF <br />Total Load Adlusted for Jolst Spedng: �' �� - F.e� ���� wT-2= 85 PLP <br />Properties For: k2- Hem-Flr ,;� wnsNihCTON <br />Bendfnp Slreas: Fb= 850 P51 <br />Shear Stress: `'� _��: Fr- 15(1 PSI <br />Modulus o( Elesticiry: E= 1300000 PSI <br />Adlusted Modulus ol Elasticity: E-MIn= 470000 PSI <br />Stress Perpendiculer fo Graln: Fo-perp= 105 PSI <br />Adjusted PropeAieis <br />Fb' (Tenalonl: Fb'= 978 PSI <br />Adjustment Factors: Cd=1.00 CF=1.00 Cr-1.15 <br />Fv': <br />Adiuslment Fedors: Cd=1.00 <br />Design Requlremenls: <br />Controllinp Momenl: <br />8.875 Ft from lefl suppoA of span 2(Center Span) <br />CrNical moment created by combining all dead loads end ifve loeds on apan(s) 2 <br />Conlrollinp Shear: <br />At e distance d from lefl supporl ol spen 2(Center Span) <br />Ctilical shear crealed by combining ell dead loada and live loada on spen(s) 2 <br />Comparfsona With Requlred Sedlons: <br />Section Modulus (Moment): SreC= <br />S= <br />Areq= <br />A= <br />Ireq= <br />1= <br />FJ= 150 PSI <br />M= 2573 FT-LB <br />V= 522 LB <br />Area (Shear): <br />Moment o( Inertia (DefleMion): <br />31.59 <br />31.81 <br />5.22 <br />18.88 <br />154.84 <br />177.98 <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />