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page <br /> Project:214406 <br /> LARRY LEPOWSKY <br /> Location: 04 FOYER S/S OPT $ D.F.P.PLANNING&DESIGN <br /> �al� <br /> Multi-Loaded Multi-Span Beam Strt� 9100 BALTIMORE ST of <br /> [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.75 IN x 7.25 IN x 6.5 FT <br /> 1.9E Microllam-iLevel Trus Joist StruCaic Version 8.0.113.0 11/25/2014 11:37:07 AM <br /> Section Adequate By:70.9% <br /> Controlling Factor:Moment <br /> CAUTIONS <br /> * Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.11 IN L/732 <br /> Dead Load 0.04 in <br /> Total Load 0.15 IN L/527 <br /> Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A <br /> Live Load 1820 lb 1820 lb <br /> Dead Load 708 lb 708 lb <br /> Total Load 2528 lb 2528 lb <br /> Bearing Length 0.96 in 0.96 in <br /> BEAM DATA Center <br /> Span Length 6.5 ft <br /> —_ <br /> Unbraced Length-Top 6.5 ft A 6.5 n =g <br /> Unbraced Length-Bottom 6.5 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 560 plf <br /> 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 210 plf <br /> Base Values Adjusted Beam Self Weight 8 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2748 psi Total Uniform Load 778 plf <br /> Cd=1.00 CI=0.99 C:F=1.07 <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi <br /> Comp.±to Grain: Fc-±= 750 psi Fc--- = 750 psi <br /> Controlling Moment: 4108 ft-lb <br /> 3.25 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: 2073 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)2 <br /> Comparisons with required sections: Read Provided <br /> Section Modulus: 17.94 in3 30.66 in3 <br /> Area(Shear): 10.91 in2 25.38 in2 <br /> Moment of inertia(deflection): 54.63 in4 111.15 in4 <br /> Moment: 4108 ft-lb 7022 ft-lb <br /> Shear: 2073 lb 4821 lb <br />