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PfOjeCf: Pa� <br /> Justin Spreitzer / <br /> Location:Beam C5 $(�'�1��;�� Amerhart <br /> Multi-loaded Muiti-Span Beam `�,�,;,�--�" 2631 Territorial Road ot <br /> �2009 International Building Code(2005 NDS)] St.Paul, MN 55114 <br /> (2)1.51Nx9.251Nx5.5FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1l17/2017 7:35:12 AM <br /> Section Adequate By. 16.9°/o <br /> Controliing Factor:Moment <br /> CAUTIONS <br /> 'Laminations are to be fully connected to provide uniform transfer of loads to ail members <br /> DEFLECTION& Center LOADING DIAGR/1M <br /> Live Load 0.04 IN Ut 776 <br /> Dead load 0.02 in <br /> Total Load 0.06 IN U1149 <br /> �ive Load Deflection Criteria:U380 Total Load Deflection Crite�ia:U240 <br /> i <br /> REACTIONS A B x <br /> Live Load 2723 Ib 2723 Ib <br /> Dead Load 1419 Ib 1419 Ib <br /> Totai Load 4142 Ib 4142 Ib <br /> Bearin length 3.25 in 325 in <br /> sEAM DATA Center <br /> Span Length 5.5 ft �� �� � �����° �� � <br /> Unbraced�ength-Top 2 ft - _ ssn__ T _ _ _-B <br /> Unbraced�ength-Botiom 5.5 ft <br /> Live Load Ouration Factor 1.00 <br /> Notch Depth 0.00 <br /> UNIFORM LOAO� enter <br /> MATERIAL PROPERTIES Uniform Uve Load 500 plf <br /> #2-Spruce-Pine-Fir Uniform Dead Load 188 pif <br /> Base Values Adiust� 8eam Self Weight 5 pif <br /> Bending Stress: Fb= 875 psi Fb'= 958 psi Total U�iform Load 693 pif <br /> Cd=1.00 C1=1.00 CF=1.10 <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi POINT�OADS-CENTER SPAN <br /> Cd=1.00 Load Number Q�g Two <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Live Load 1348 Ib 1348 Ib <br /> Min.Mod.of Eiasticity: E min= 510 ksi E min'= 510 ksi Dead�oad 668 Ib 668 Ib <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi Location 0 ft 5.5 ft <br /> Controiling Moment: 2923 ft-Ib TRAP��Q�DAL LOADS-CENjER SPAN <br /> Load Number Qn�e <br /> 2.75 Ft from left support of span 2(Center Span) Left Live Load 0 plf <br /> Created by combining all dead loads and live loads on span(s)2 Left Dead Load 80 plf <br /> Controlling Shear: -2126 Ib Right Live Load 0 plf <br /> 6.0 Ft from left support of span 2(Center Span) Right Dead Load 80 plf <br /> Created by combining all dead loads and live loads on span(s)2 Load Starf 0 ft <br /> Load End 5.5 ft <br /> Comparisons with required sections: Rea'd vi Load Len th 5.5 ft <br /> Section Modulus: 36.6 in3 42.78 in3 <br /> Area(Shear): 23.62 in2 27.75 in2 <br /> Moment of Inertia(de0ection): 41.33 in4 197.86 in4 <br /> Moment: 2923 ft-Ib 3417 ft-Ib <br /> Shear: -21261b 24981b <br />