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Project:Mike Wilkinson page <br /> Location:6'Hdr Fir Bm @ Garage(4x12 DF2) sII't1a AmericanHomePlanners <br /> Multi-Loaded Multi-Span Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] t,. Everett WA 98201 <br /> 3.5 IN x 11.25 IN x 6.33 FT <br /> #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:12:10 PM <br /> -.Section Adequate By:24.7% <br /> Controlling Factor:Moment <br /> l DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/2389 <br /> Dead Load 0.02 in <br /> Total Load 0.05 IN L/1442 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS 6 <br /> Live Load 1661 lb 1704 lb <br /> Dead Load 1103 lb 1116 lb <br /> Total Load 2764 lb 2820 lb <br /> Bearing Length 1.26 in 1.29 in <br /> BEAM DATA Center <br /> Span Length 6.33 ft <br /> Unbraced Length-Top 0 ft A - ---.-__ 6.33 ft — -- — --- <br /> Unbraced Length-Bottom 6.33 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 280 plf <br /> #2-Douglas-Fir-Larch Uniform Dead Load 185 plf <br /> Base Values Adjusted Beam Self Weight 9 plf <br /> Bending Stress: Fb= 900 psi Fb'= 990 psi Total Uniform Load 474 plf <br /> Cd=1,00 CF=1.10 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One <br /> Cd=1.00 Live Load 673 lb <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 440 lb <br /> Comp.-L to Grain: Fc- = 625 psi Fc- = 625 psi Location 2 ft <br /> Controlling Moment: 4886 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN <br /> 2.85 Ft from left support of span 2(Center Span) Load Number One <br /> Created by combining all dead loads and live loads on span(s)2 Left Live Load 212.5 plf <br /> Controlling Shear: 2345 lb Left Dead Load 128 plf <br /> At a distance d from left support of span 2(Center Span) Right Live Load 212.5 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 128 plf <br /> Load Start 2 ft <br /> Comparisons with required sections: Read Provided Load End 6.33 ft <br /> Section Modulus: 59.23 in3 73.83 in3 Load Length 4.33 ft <br /> Area(Shear): 19.54 in2 39.38 in2 <br /> Moment of Inertia(deflection): 69.13 in4 415.28 in4 <br /> Moment: 4886 ft-lb 6091 ft-lb <br /> Shear: 2345 lb 4725 lb <br /> NOTES <br />