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Project: Kreger_Myers page <br /> Jeff Miller ` <br /> Location: BM#07 JM Consulting&Design I <br /> Multi-Loaded Multi-Span Beam 14137 105th Avenue NE of <br /> [2015 International Building Code(2015 NDS)] Kirkland,WA. 98034 <br /> 3.5 IN x 9.25 IN x 5.33 FT StruCalc Version 10.0.1.6 10/27/2017 11:13:20 AM <br /> #2-Douglas-Fir-Larch(North)-Dry Use <br /> Section Adequate By: 17.9% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.03 IN L/1963 <br /> Dead Load 0.02 in <br /> Total Load 0.05 IN L/1243 <br /> Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 <br /> REACTIONS A <br /> Live Load 1457 lb 1458 lb <br /> Dead Load 859 lb 859 lb <br /> Total Load 2316 lb 2317 lb <br /> Bearing Length 1.06 in 1.06 in <br /> BEAM DATA Center <br /> Span Length 5.33 ft <br /> Unbraced Length-Top 0 ft A 5.33 ft <br /> Unbraced Length-Bottom 5.33 ft F1 <br /> Live Load Duration Factor 1.15 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 354 plf <br /> #2-Douglas-Fir-Larch (North) Uniform Dead Load 213 plf <br /> Base Values Adjusted Beam Self Weight 7 plf <br /> Bending Stress: Fb= 850 psi Fb'= 1173 psi Total Uniform Load 573 plf <br /> Cd=1.15 CF=1.20 POINT LOADS-CENTER SPAN <br /> Shear Stress: Fv= 180 psi Fv'= 207 psi Load Number One <br /> Cd=1.15 Live Load 1028 lb <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 549 lb <br /> Comp.1 to Grain: Fc- L= 625 psi Fc--- = 625 psi Location 2.67 ft <br /> Controlling Moment: 4137 ft-lb <br /> 2.66 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: -1889 lb <br /> At a distance d from right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 42.32 in3 49.91 in3 <br /> Area(Shear): 13.69 in2 32.38 in2 <br /> Moment of Inertia(deflection): 33.43 in4 230.84 in4 <br /> Moment: 4137 ft-lb 4879 ft-lb <br /> Shear: -1889 lb 4468 lb <br /> NOTES <br />