1511 OAKES AVE 2025-01-27 - Laserfiche WebLink

page Project:Mike Wilkinson / Location:6'Hdr Fir Bm @ Den/Great Rm(4x10 DF2) SII Ii k AmericanHomePlanners Uniformly Loaded Floor Beam ,. 2812 Colby Avenue of [2015 International Building Code(2012 NDS)] h. Everett WA 98201 3.5 IN x 9.25 IN x 6.33 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:12:23 PM Section Adequate By:70.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/2427 Dead Load 0.02 in Total Load 0.05 IN L/1474 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1013 lb 1013 lb Dead Load 655 lb 655 lb Total Load 1668 lb 1668 lb Bearing Length 0.76 in 0.76 in w BEAM DATA Center Span Length 6.33 ft Unbraced Length-Top 0 ft AA 6.33 ft B Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 900 psi Fb'= 1080 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.20 Floor Tributary Width FTW= 8 ft 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 80 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-I-to Grain: Fc- = 625 psi Fc-1'= 625 psi SEAM LOADING Beam Total Live Load: wL= 320 plf Moment: 2640 ft-lb Beam Total Dead Load: wD= 200 plf Controlling ft from left supportt: Beam Self Weight: BSW= 7 plf 3.16Total Maximum Load: wT= 527 plf Created by combining all dead and live loads. Controlling Shear: 1268 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 29.33 in3 49.91 in3 Area(Shear): 10.56 in2 32.38 in2 Moment of Inertia(deflection): 37.59 in4 230.84 in4 Moment: 2640 ft-lb 4492 ft-lb Shear: 1268 lb 3885 lb NOTES