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ProjeCt: Pa� <br /> Justin Spreitzer <br /> Location:Beam A1 �P(#�;�,� AmerhaK <br /> Multi-Loaded Multi-Span Beam �,,,,f.�:--^" 2631 Territorial Road o� <br /> [2009 International Building Code(2005 NOS)] St.Paui, MN 55114 <br /> (2)1.51Nx9.251Nx6.5FT <br /> #2-Spruce-Pine-Fir-Ory Use StruCalc Version 8.0.112.0 1/17l2017 6:29:51 AM <br /> Seciion Adequate By:165.2% <br /> Controliing Factor.Moment <br /> CAUTION,� <br /> 'Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEF�ECTIONS nter LOADING OIAGRAM <br /> live Load 0.02 IN U5124 <br /> Dead Load 0.02 in <br /> Total Load 0.03 IN U2232 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 <br /> gEACTiONS A � <br /> Live Load 341 Ib 341 Ib <br /> Dead Load 442 Ib 442 Ib <br /> Totai Load 783 Ib 783 Ib <br /> Bearing Length 0.61 in 0.61 in <br /> BEAM DATA Center <br /> Span�ength 6.5 ft <br /> — --__-...__ __ ._.__ _ _ _--_ ____------ � <br /> Unbraced Length-Top 6.5 fl 6.5 k <br /> Unbraced Lergth-Bottom 6.5 ft E� <br /> live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES UNIFORM LOADS nter <br /> #2-Spruce-Pine-Fir Uniform Live Load 1Q5 ptf <br /> Uniform Oead Laad 131 plf <br /> Base Values Ad'us d eeam Self Weight 5 plf <br /> Bertding Stress: Fb= 875 psi Fb'= 947 psi Totai Uniform Load 241 plf <br /> Cd=1.00 Cl=0.98 CF=1.10 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Min.Mod.of Eiasticity E min= 510 ksi E min'= 510 ksi <br /> Comp.�-to Grain Fc-1= 425 psi Fc-l'= 425 psi <br /> Controliing Moment: 1273 ft-Ib <br /> 3.25 Ft from ieft support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Convoliing 5hea�: -783 Ib <br /> 6.0 Ft ftom Isft 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: Ren'd r i <br /> Section Modulus: 16.13 in3 42.78 in3 <br /> Area(Shear): 8.7 in2 27.75 in2 <br /> Moment of Inertia(de8ection): 21 27 in4 197.86 in4 <br /> Moment: 1273 ft-Ib 3376 ft-Ib <br /> Shear. J831b 24981b <br />