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pege <br /> Project:216380 � - — '�LARRY LEPOWSKY <br /> r <br /> Location:01 GAR HIP GIRDER LOADS ONLY �.. D.F.P. PLANNING 8 DESIGN <br /> Multi-Loaded Multi-Span Beam `�,,,.r''', 9100 BALTIMORE STREET N.E.SUITE 106 of <br /> (2015 Intemational Building Code(2012 NDS)] %�-�" � BLAINE MINN. 55449 <br /> (3)1.751Nx18.01Nx33.67FT <br /> 2.OE Microllam-iLevel Trus Joist StruCalc Version 9.0.2.5 3/31/2017 323:55 PM <br /> Section Adequate By: 19.1% <br /> Controlling Factor: Deflection <br /> CAUTIONS <br /> •Laminations are to be fully connected to provide unrform transfer of loads to all members <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.91 IN U446 <br /> Dead Load 0.51 in <br /> Total Load 1.41 IN L/286 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 <br /> REACTIONS A B <br /> Live Load 2694 Ib 2694 Ib <br /> Dead Load 1507 Ib 1507 Ib <br /> Total Load 4201 Ib 4201 Ib <br /> Bearing Length 1.07 in 1.07 in <br /> BEAM DATA Center <br /> Span Length 33.67 ft <br /> Unbraced Length-Top 33.67 ft ss.s�n ---- - <br /> Unbraced Length-Bottom 33.67 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 160 plf <br /> 2.OE Microllam-iLevel Trus Joist Uniform Dead Load 60 plf <br /> Base Values A�i'usted Beam Self Weight 30 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2031 psi Total Uniform Load 250 plf <br /> Cd=1.00 C1=0.83 CF=0.95 <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.L to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 35361 ft-Ib <br /> 16.83 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: 4201 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: 208.88 in3 283.5 in3 <br /> Area(Shear): 22.11 in2 94.5 in2 <br /> Moment of Inertia(deflection): 2142.73 in4 2551.5 in4 <br /> Moment: 35361 ft-Ib 47994 ft-Ib <br /> Shear: 4201 Ib 179551b <br /> NOTES <br />