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ProjeCt: Pa� <br /> Justin Spreitzer / <br /> Location:Beam A5 �[F91�;�,,i� Amerhart <br /> Multi-loaded Multi-Span Beam L,;,,,,u.�-�`" 2631 Territorial Road � <br /> [2009 Intemationai Building Code(2005 N�S)j SL Paul, MN 55114 <br /> (3)1.SINx9.251Nx9.5FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.172.0 1/17l2017 6:43:39 AM <br /> Section Adequate By:67.5°� <br /> Controliin Factor.Moment <br /> CAUTIONS <br /> "laminations are to be fuli connected to provide uniform transfer of loads to all members <br /> DEFLECTlONS nt r LOADING DIAGRAM <br /> Live Load 0.05 IN U2462 <br /> Dead Load 0.09 in <br /> Total Load 0.14 IN U827 <br /> �ive Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 <br /> REACTIONS A B <br /> Live Load 499 Ib 499 Ib <br /> Dead Load 986 ib 986 Ib <br /> Total Load 1485 Ib 1485 ib <br /> Bearin Length 0.78 in 0.78 in <br /> BEAM DATA Center <br /> Span Length 9.5 ft —_____ _ _' <br /> Unbraced Length-Top 2 ft - _ 9 s h � <br /> Unbraced Length-Boriom 9.5 ft � � <br /> live Load Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MqTERIAI PROPERTIES UNIFORM LOADS en r <br /> Uniform Live Load 105 plf <br /> !�2-Spruce-Pine-Fir Uniform Oead load 200 plf <br /> B�se Values Adiustg� geam Seif Weight 8 plf <br /> Bending Siress: Fb= 875 psi Fb'= 1105 psi Total Uniform Load 313 pli <br /> Cd=1.00 CI=1.00 CF=1.10 Cr-1.15 <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 Elasticity: E min= 510 ksi E min'= 510 ksi <br /> Comp.-L to Grain� Fc-1= 425 psi Fc-1'= 425 psi <br /> ConVoliing Mament: 3526 ft-Ib <br /> 4.75 Ft from Ieft support of span 2(Center Span) <br /> Created by combining all dead loads and live ioads on span(s)2 <br /> Controliing Shear: -14851b <br /> 10.0 Ft from lefl support of span 2(Center Span) <br /> Created by combining ail dead Ioads and live ioads on span(s)2 <br /> Comparisons with required sections: Rea'd �rovided <br /> Section Modulus: 38.31 in3 64.17 in3 <br /> Area(Shear): 16.5 in2 41.63 in2 . <br /> Moment of Inertia(deflection): 86.13 in4 296.79 in4 <br /> Moment: 3526 ft-Ib 5907 ft-Ib <br /> Shear: -1485 ib 3746 Ib <br />