5923 3RD DR W 2018-01-02 MF Import

Floor Joislf 2003 International Residential Code (97 NDS) 1 Ver: 6.00.62 By:. , Area Home Planners on: 04-16-2007 : 10:44:2E AM Project: NGUYEN BINH - Location: 2x10 h1`2 @ 16" o.c. deck jsl Summary: 1.5 IN x 9.25 IN x 14.0 FT 17a, 16 O.C. / #2 - Hem -Fir - Dry Use Section Adeouale By: 14.1% Controlling Factor: Section Modulus / Depth Required 8.66 In Center Span Deflections: Dead Load: DLD-Center= 0.14 IN Live Load: LLD -Center= 0.25 IN = U076 Total Load: TLD-Center= 0.39 IN = U436 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 373 LB Dead Load: DL-Rxn-A= 216 LB Total Load: TL-Rxn-A= 590 LB Bearinq Length Required (Beam only, support capacity not checked): BL-A= 0.97 IN Center Span Riqht End React: ns (Support B): Live Load: LL-Rxn-B= 373 LB Dead Load: DL-Rxn-B= 170 LB Total Load: TL-Rxn-B= 544 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.90 114 Joist Data: Center Span Lenqlh: L2= 14.0 FT Floor shealhinq applied to top of joists -top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect, Criteria: U 480 Total Load Deflect, Criteria: U 360 Center Span Loadinq: Uniform Floor Loading: Live Load: LL-2= 40.0 PSF Dead Load: DL-2= 15.0 PSF Total Load: TL-2= 55.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 73 PLF Wall Loadinq Wall Live Load (Pero. to Joists): PL-2= 0 PLF Wall Dead Load (Pere to Joists): PD-2= 80 PLF Wall Load Location (From left end of span): X-2= 4.0 FT Properties For: #2- Hem -Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 75 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc-perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 1290 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Cfu=1.20 Fv' Fv'= 75 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 2016 FT -LB 6.58 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Conlrollinq Shear: V= 538 LB At a distanced from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Decking Information: Plywood Thickness T= 3/4 IN Plywood Is qlued Moment Of Inertia Calculations For Glued Floor: Joist Area: A -Joist= 13.88 IN2 Plywood Area: A -ply= 2.00 IN2 Section Cenlroid: C= 5.25 IN ABOVE BASE Moment Of Inertia: I -comb= 142.63 IN4 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 18.75 IN3 Area (Shear): Areq= 10.76 IN2 Moment of Inertia (Deflection): A= Iraq= 13.88 117.74 IN2 IN4 I -comb= 142.63 IN4