3623 HOYT AVE 1-3 2020-06-17 - Laserfiche WebLink

Project: SURINDER page Location: PT 2x10 HF2 CANT DECK JSTAmericanHomePlanners Floor Joist 2812 Colby Avenue of [2015 International Building Code(2012 NDS)] Everett WA 98201 1.5 IN x 9.25 IN x 9.0 FT(6+3)@16 O.C. #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:58:07 PM Section Adequate By:223.5% Controlling Factor:Moment DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.01 IN L/5955 0.04 IN 2L/1804 -Dead Load 0.00 in 0.00 in Total Load 0.01 IN L/5174 0.04 IN 2L/1690 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 REACTIONS A Live Load 160 lb 460 lb Dead Load 45 lb 135 lb Total Load 205 lb 595 lb Uplift(1.5 F.S) -30 lb 0 lb Bearing Length 0.34 in 0.98 in — — ---- --- ------------- -- SUPPORT LOADS A B Live Load 120 plf 345 plf A Eft B 3 f Dead Load 34 plf 101 plf Total Load 154 plf 446 plf MATERIAL PROPERTIES JOIST DATA Center Right #2-Hem-Fir Span Length 6 ft 3 ft Base Values Adjusted Unbraced Length-Top 0 ft 0 ft Bending Stress: Fb= 850 psi Fb'= 817 psi Unbraced Length-Bottom 0 ft 0 ft Cd=1.00 C1=0.76 CF=1.10 Cr=1.15 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Fv= 150 psi Fv'= 150 psi Floor Duration Factor 1.00 Cd=1.00 JOIST LOADING Modulus of Elasticity: E= 1300 ksi E= 1300 ksi Uniform Floor Loading Center Right Comp.-t-to Grain: Fc-L= 405 psi Fc--- = 405 psi Live Load LL= 40 psf 60 psf Dead Load DL= 15 psf 15 psf Controlling Moment: -450 ft-lb Total Load TL= 55 psf 75 psf Over right support of span 2(Center Span) TL Adj. For Joist Spacing wT= 73.3 plf 100 plf Created by combining all dead loads and live loads on span(s)2, 3 Controlling Shear: 300 lb At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2, 3 Comparisons with required sections: Redd Provided Section Modulus: 6.61 in3 21.39 in3 Area(Shear): 3 in2 13.88 in2 Moment of Inertia(deflection): 26.32 in4 98.93 in4 Moment: -450 ft-lb 1456 ft-lb Shear: 300 lb 1388 lb NOTES