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page <br /> Project: Kreger_Myers <br /> Jeff Miller <br /> Location: BM#06 JM Consulting&Design <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: 139.6% <br /> Controlling Factor: Moment <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.02 IN L/3674 <br /> Dead Load 0.01 in <br /> Total Load 0.03 IN L/2269 <br /> Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 <br /> REACTIONS A <br /> Live Load 944 lb 944 lb <br /> Dead Load 585 lb 585 lb <br /> Total Load 1529 lb 1529 lb <br /> Bearing Length 0.70 in 0.70 in <br /> BEAM DATA Center <br /> Span Length 5.33 ft m_.. <br /> Unbraced Length-Top 0 ft s.safc <br /> Unbraced Length-Bottom 5.33 ft <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 <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.-L to Grain: Fc---= 625 psi Fc- = 625 psi <br /> Controlling Moment: 2036 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: -1100 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: 20.83 in3 49.91 in3 <br /> Area(Shear): 7.97 in2 32.38 in2 <br /> Moment of Inertia(deflection): 18.31 in4 230.84 in4 <br /> Moment: 2036 ft-lb 4879 ft-lb <br /> Shear: -1100 lb 4468 lb <br /> NOTES <br />