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Project:216380 paAe <br /> �.— — �LARRY LEPOWSKY <br /> Location: 10 EXIST BATH HIP GIRDER �OADS ONLY Y �j�� D.F.P. PLANNING 8�DESIGN <br /> Multi-Loaded Multi-Span Beam ��, 9100 BALTIMORE STREET N.E.SUITE 106 � <br /> [2015 International Building Code(2012 NDS)] �" BLAINE MINN. 55449 <br /> (2)1.751Nx11.8751Nx20.OFT <br /> 2.OE Microllam-iLevel Trus Joist StruCalc Version 9.0.2.5 3J31/2017 3:23:58 PM <br /> Sedion Adequate By:50.8% <br /> Controlling Factor: Deflection <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide un'rform transfer of loads to all members <br /> DEFLECTIONS nter LOADING DIAGRAM <br /> Live Load 0.44 IN U543 <br /> Dead Load 0.21 in <br /> Total Load 0.66 IN U366 <br /> Live Load Deflection Criteria:U360 Total Load DeFlection Criteria:U240 <br /> REACTIONS A B <br /> Live Load 1200 Ib 1200 Ib <br /> Dead Load 580 Ib 580 Ib <br /> Total Load 1780 Ib 1780 Ib <br /> Bearing Length 0.68 in 0.68 in <br /> BEAM DATA Center <br /> Span Length 20 ft <br /> Unbreced Length-Top 20 ft A - -- zo n - --- — � <br /> Unbraced Length-Bottom 20 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 120 plf <br /> 2.OE Microllam-iLevel Trus Joist Uniforrn Dead Load 45 plf <br /> Base Values �justed Beam Self Weight 13 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2216 psi Total Uniform Load 178 plf <br /> Cd=1.00 C1=0.85 CF=1.00 <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 8899 ft-Ib <br /> 10.0 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: 1780 Ib <br /> At left 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: Rea'd Provided <br /> Section Modulus: 48.19 in3 82.26 in3 <br /> Area(Shear): 9.37 in2 41.56 in2 <br /> Moment of Inertia(deflection): 323.95 in4 488.41 in4 <br /> Moment: 8899 ft-Ib 15191 ft-Ib <br /> Shear: 17801b 78971b <br /> NOTES <br />