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page <br /> Project:214412 LARRY LEPOWSKY / <br /> location:FLEX/LOWER GAR.DOOR D.F.P.PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Intema6onal Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx5.51Nx3.67FT <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:71:45 AM <br /> Section Adequate By:378.2% LOADING DIAGRAM <br /> Controlling Factor:Shear <br /> DEFLECTIONS Center <br /> Live Load 0.00 IN U8848 <br /> Dead Load 0.00 in � <br /> Total Load 0.01 IN U4634 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 <br /> REACTIONS B � <br /> Live Load 192 Ib 123 Ib <br /> Dead Load 242 Ib 79 Ib <br /> Total Load 434 Ib 202 Ib <br /> Bearing Length 0.34 in 0.16 in <br /> BEAM DATA Center a.67tt <br /> Span Length 3.67 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 3.67 ft UNIFORM LOADS Center <br /> Live Load Duration Factor 1.00 Un'rform Live Load 64 plf <br /> Notch Depth 0.00 Uniform Dead Load 24 plf <br /> MATERIAL PROPERTIES Beam Self Weight 3 plf <br /> #2-Spruce-Pine-Fir Total Uniform Load 91 pif <br /> �ase Values BSJ1Sd�.�i1 pOINT LOADS-CENTER SPAN <br /> Bending Stress: Fb= 875 psi Fb'= 1138 psi Load Number Qn� <br /> Cd=1.00 CF=1.30 Live Load 0 Ib <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Dead Load 207 ib <br /> Cd=1.00 Location 0.5 R <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi <br /> Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi TRAPEZOIDAL LOADS-CENTER SPAN <br /> Comp.-L to Grain: Fc-1= 425 psi Fc-1'= 425 psi Load Number Qeg <br /> Left Live Load 160 plf <br /> Controlling Moment: 223 ft-Ib Left Dead Load 30 plf <br /> 1.47 Ft from left support of span 2(Center Span) Right Live Load 160 plf <br /> Created by combining all dead loads and live loads on span(s)2 Right Dead Load 30 plf <br /> Controlling Shear: 311 Ib Load Start 0 ft <br /> At a distance d from left support of span 2(Center Span) Load End 0.5 R <br /> Created by combining all dead loads and live loads on span(s)2 Load Length 0.5 ft <br /> Comparisons wlth required sections: Req'� Provided <br /> Section Modulus: 2.36 in3 15.13 in3 <br /> Area(Shear): 3.45 in2 16.5 in2 <br /> Moment of Inertia(deflection): 3.23 in4 41.59 in4 <br /> Moment: 223 ft-Ib 1434 ft-Ib <br /> Shear: 311 Ib 14851b <br />