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Project: Kreger_Myers page <br /> Jeff Miller <br /> Location: BM#09 Rear Deck Girder JM Consulting&Design �' /Z <br /> Multi-Loaded Multi-Span Beam 14137 105th Avenue NE of d/ <br /> [2015 International Building Code(2015 NDS)] Kirkland,WA. 98034 <br /> 3.5 IN x 7.25 IN x 6.0 FT StruCalc Version 10.0.1.6 10/27/2017 11:13:22 AM <br /> #2-Douglas-Fir-Larch(North)-Dry Use <br /> Section Adequate By: 15.7% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.08 IN L/955 <br /> Dead Load 0.01 in <br /> Total Load 0.09 IN L/810 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 1380 lb 1380 lb <br /> Dead Load 247 lb 247 lb <br /> Total Load 1627 lb 1627 lb <br /> Bearing Length 0.74 in 0.74 in <br /> BEAM DATA Center <br /> Span Length 6 ft <br /> Unbraced Length-Top 0 ft A Eft - - <br /> Unbraced Length-Bottom 6 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 460 plf <br /> #2-Douglas-Fir-Larch (North) Uniform Dead Load 77 plf <br /> Base Values Adiusted Beam Self Weight 5 plf <br /> Bending Stress: Fb= 850 psi Fb'= 1105 psi Total Uniform Load 542 plf <br /> Cd=1.00 CF=1.30 <br /> Shear Stress: Fv= 180 psi Fv'= 180 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi <br /> Comp. L to Grain: Fc- = 625 psi Fc- = 625 psi <br /> Controlling Moment: 2441 ft-lb <br /> 3.0 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: -1302 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: Req'd Provided <br /> Section Modulus: 26.51 in3 30.66 in3 <br /> Area(Shear): 10.85 in2 25.38 in2 <br /> Moment of Inertia(deflection): 41.91 in4 111.15 in4 <br /> Moment: 2441 ft-lb 2823 ft-lb <br /> Shear: -1302 lb 3045 lb <br /> NOTES <br />