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Project: Kreger_Myers page <br /> Jeff Miller /L <br /> Location:RB#01 JM Consulting&Design �y.� <br /> Multi-Loaded Multi-Span Beam 14137 105th Avenue NE of )2J <br /> [2015 International Building Code(2015 NDS)] Kirkland,WA.98034 <br /> 3.5 IN x 9.25 IN x 16.0 FT(8+8) StruCalc Version 10.0.1.6 10/27/2017 11:13:15 AM <br /> #2-Douglas-Fir-Larch(North)-Dry Use <br /> Section Adequate By:26.0% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Left Center LOADING DIAGRAM <br /> Live Load 0.05 IN U1864 0.05 IN U1864 <br /> Dead Load 0.02 in 0.02 in <br /> Total Load 0.07 IN L/1366 0.07 IN L/1366 <br /> Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 <br /> REACTIONS A B c <br /> Live Load 1028 lb 2938 lb 1028 lb <br /> Dead Load 549 lb 1831 lb 549 lb <br /> Total Load 1577 lb 4769 lb 1577 lb <br /> Bearing Length 0.72 in 2.18 in 0.72 in <br /> BEAM DATA Left Center <br /> Span Length 8 ft 8 ft <br /> Unbraced Length-Top 0 ft 0 ft 8ft — — 8ft <br /> Unbraced Length-Bottom 8 ft 8 ft <br /> Live Load Duration Factor 1.15 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS Left Center <br /> MATERIAL PROPERTIES Uniform Live Load 294 plf 294 plf <br /> #2-Douglas-Fir-Larch(North) Uniform Dead Load 176 plf 176 plf <br /> Base Values Adjusted Beam Self Weight 7 plf 7 plf <br /> Bending Stress: Fb= 850 psi Fb'= 1156 psi Total Uniform Load 477 plf 477 plf <br /> Cd=1.15 CI=0.99 CF=1.20 <br /> Shear Stress: Fv= 180 psi Fv'= 207 psi <br /> Cd=1.15 <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi <br /> Comp.-I-to Grain: Fc- L= 625 psi Fc--- = 625 psi <br /> Controlling Moment: -3815 ft-lb <br /> Over right support of span 1 (Left Span) <br /> Created by combining all dead loads and live loads on span(s) 1,2 <br /> Controlling Shear: 2041 lb <br /> At a distance d from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s) 1,2 <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 39.61 in3 49.91 in3 <br /> Area(Shear): 14.79 in2 32.38 in2 <br /> Moment of Inertia(deflection): 30.42 in4 230.84 in4 <br /> Moment: -3815 ft-lb 4807 ft-lb <br /> Shear: 2041 lb 4468 lb <br /> NOTES <br /> 6/7"-D- <br />