6323 BEVERLY BLVD 2021-07-12 - Laserfiche WebLink

Project: DANIEL WELCHER REMODEL Page r®fe21 - basri Location: H1-4 b2 Engineers Multi-Loaded Multi-Span Beam 4a> 15306 61st Place NE of [2015 International Building Code(2012 NDS)] Kenmore, WA 98028 3.5 IN x 5.5 IN x 3.0 FT #2 - Douglas-Fir-Larch - Dry Use StruCalc Version 9.0.3.0 2/5/2019 5:51:20 PM Section Adequate By: 52.9% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/2523 Dead Load 0.01 in Total Load 0.02 IN L/1534 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS A B Live Load 912 lb 912 lb Dead Load 588 lb 588 lb Total Load 1500 lb 1500 lb Bearing Length 0.69 in 0.69 in BEAM DATA Center Span Length 3 ft Unbraced Length-Top 0 ft A aft B Unbraced Length-Bottom 3 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2 - Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 4 plf Bending Stress: Fb = 900 psi Fb' = 1170 psi Total Uniform Load 4 plf Cd=1.00 CF=1.30 TRAPEZOIDAL LOADS - CENTER SPAN Shear Stress: Fv = 180 psi Fv' = 180 psi Load Number One Two Cd=1.00 Left Live Load 200 plf 408 plf Modulus of Elasticity: E = 1600 ksi E' = 1600 ksi Left Dead Load 215 plf 173 plf Comp. -I-to Grain: Fc -•-- = 625 psi Fc --- = 625 psi Right Live Load 200 plf 408 plf Controlling Moment: 1125 ft-lb Right Dead Load 215 plf 173 plf 1.5 Ft from left support of span 2 (Center Span) Load E 3 ft 3 ft Load En Load dd 3 ft 3 ft Created by combining all dead loads and live loads on span(s) 2 Load Length 3 ft 3 ft Controlling Shear: 1500 lb At left 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: 11.54 in3 17.65 in3 Area (Shear): 12.5 in2 19.25 in2 Moment of Inertia (deflection): 11.39 in4 48.53 in4 Moment: 1125 ft-lb 1720 ft-lb Shear: 1500 lb 2310 lb NOTES