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page <br /> Project:214412 LARRY LEPOWSKY <br /> LocaGon:REC ROOM WDW REAR D.F.P.PLANNING 8 DESIGN <br /> Mutti-Loaded Multi-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx5.51Nx9.33FT(2.5+4.3+2.5) <br /> #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:806.5% LOADING DIAGRAM <br /> ConUolling Factor:Shear <br /> DEFLECTIONS Lg$ S.�pi�i BLqL1Y <br /> Live Load 0.00 IN UMAX 0.00 IN UMAX 0.00 IN UMAX <br /> Dead Load 0.00 in 0.00 in 0.00 in <br /> Total Load 0.00 IN UMAX 0.00 IN UMAX 0.00 IN UMAX <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> z � <br /> REACTIONS � @ � P <br /> Live Load 74 Ib 262 Ib 262 Ib 74 Ib � 2 <br /> Dead Load 364 Ib 1599 Ib 1599 Ib 364 Ib <br /> Total Load 439 Ib 1860 Ib 1860 Ib 439 Ib <br /> Bearing Length 0.34 in 1.46 in 1.46 in 0.34 in <br /> BEAM DATA Lgg Center Riaht z.srt assrt- 2srt <br /> Span Length 2.5 ft 4.33 ft 2.5 ft <br /> Unbraced Length-Top 0 ft 0 ft 0 ft <br /> Unbraced Length-Bottom 2.5 ft 4.33 ft 2.5 ft UNIFORM LOADS � nter R_gt� <br /> Live Load Duration Factor 1.00 Unfform Live Load 64 plf 64 plf 64 plf <br /> Notch Depth 0.00 Uniform Dead Load 24 pff 24 pH 24 plf <br /> MATE AL PROPERTIES Beam Self Weight 3 plf 3 plf 3 plf <br /> #2-Spruce-Pine-Fir Total Uniform Load 91 plf 91 plf 91 plf <br /> Base Values � pOINT LOADS-LEFT SPAN <br /> Bending Stress: Fb= 875 psi Fb'= 1130 psi Load Number �g Two <br /> Cd=1.00 C/=0.99 CF=1.30 Live Load 0 Ib 0 Ib <br /> Shear Stress: Fv= 135 psi Fv'= 135 psi Dead Load 374 Ib 1463 Ib <br /> Cd=1.00 Location 0.17 ft 2.5 ft <br /> Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi RIGHT SPAN <br /> Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi Load Number ne T� <br /> Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi Live Load 0 Ib 0 Ib <br /> Dead Load 1463 Ib 374 Ib <br /> Controlling Moment: -138 ft-Ib Location 0 ft 2.33 ft <br /> Over left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)1,2 <br /> Controlling Shear: 164 Ib <br /> At a distance d from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s) 1,2 <br /> CompaNsons with requlred sections: Rea'd Pr id <br /> SecGon Modulus: 1.46 in3 15.13 in3 <br /> Area(Shear): 1.82 in2 16.5 in2 <br /> Moment of Inertia(deflection): 1.41 in4 41.59 in4 <br /> Moment: -138 ft-Ib 1425 ft-Ib <br /> Shear: 1641b 14851b <br />