1616 126TH ST SE 2025-01-29 - Laserfiche WebLink

Project: Kreger_Myers page Jeff Miller17 Location: BM#03 JM Consulting&Design Multi-Loaded Multi-Span Beam 14137 105th Avenue NE of [2015 International Building Code(2015 NDS)] Kirkland,WA.98034 3.5 IN x 9.25 IN x 16.0 FT(8+8) StruCalc Version 10.0.1.6 10/27/2017 11:13:17 AM #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By: 103.5% Controlling Factor:Moment DEFLECTIONS Left Center LOADING DIAGRAM Live Load 0.03 IN L/3039 0.03 IN U3039 Dead Load 0.01 in 0.01 in Total Load 0.04 IN L/2213 0.04 IN L/2213 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180 REACTIONS A Live Load 631 lb 1802 lb 631 lb Dead Load 345 lb 1150 lb 345 lb Total Load 976 lb 2952 lb 976 lb Bearing Length 0.45 in 1.35 in 0.45 in • w w BEAM DATA Left Center Span Length 8 ft 8 ft Unbraced Length-Top O ft O ft 8 ft —8 ft Unbraced Length-Bottom 8 ft 8 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Left Center MATERIAL PROPERTIES Uniform Live Load 180 plf 180 plf #2-Douglas-Fir-Larch(North) Uniform Dead Load 108 plf 108 plf Base Values Adjusted Beam Self Weight 7 plf 7 plf Bending Stress: Fb= 850 psi Fb'= 1156 psi Total Uniform Load 295 plf 295 plf Cd=1.15 C/=0.99 CF=1.20 Shear Stress: Fv= 180 psi Fv'= 207 psi Cd=1.15 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.1 to Grain: Fc- = 625 psi Fc-1'= 625 psi Controlling Moment: -2362 ft-lb Over right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: -1263 lb At a distance d from the right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1,2 Comparisons with required sections: Rea'd Provided Section Modulus: 24.52 in3 49.91 in3 Area(Shear): 9.16 in2 32.38 in2 Moment of Inertia(deflection): 18.78 in4 230.84 in4 Moment: -2362 ft-lb 4807 ft-lb Shear: -1263 lb 4468 lb NOTES