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

Project: SURINDER page Location: PT 2x6 HF2 MIN DECK JST @ ENTRY j: 4ai AmericanHomePlanners / Floor Joist •-• 2812 Colby Avenue of [2015 International Building Code(2012 NDS)] Everett WA 98201 1.5 INx5.5INx5.0FT @16 O.C. #2-Hem-Fir-Wet Use StruCalc Version 9.0.2.5 2/17/2017 1:58:30 PM Section Adequate By: 156.3% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN L/1298 Dead Load 0.01 in Total Load 0.06 IN L/1038 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS A Live Load 200 lb 200 lb Dead Load 50 lb 50 lb Total Load 250 lb 250 lb Bearing Length 0.61 in 0.61 in SUPPORT LOADS A B Live Load 150 plf 150 plf Dead Load 38 plf 38 plf A -- s ft — Total Load 188 plf 188 plf MATERIAL PROPERTIES #2-Hem-Fir ,JOIST DATA Center Base Values Adjusted Span Length 5 ft Bending Stress: Fb= 850 psi Fb'= 1271 psi Unbraced Length-Top 0 ft Cd=1.00 CF=1.30 Cr=1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 150 psi Fv'= 146 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 Cm=0.97 Floor Duration Factor 1.00 Modulus of Elasticity: E= 1300 ksi E'= 1170 ksi JOIST LOADING Cm=0.90 Comp.-L to Grain: Fc- = 405 psi Fc- I'= 271 psi Uniform Floor Loading Center Cm=0.67 Live Load LL= 60 psf Dead Load DL= 15 psf Total Load TL= 75 psf Controlling Moment: 313 ft-lb TL Adj. For Joist Spacing wT= 100 plf 2.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -250 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 2.95 in3 7.56 in3 Area(Shear): 2.58 in2 8.25 in2 Moment of Inertia(deflection): 7.69 in4 20.8 in4 Moment: 313 ft-lb 801 ft-lb Shear: -250 lb 800 lb NOTES