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page <br /> Project:214412 LARRY LEPOWSKY / <br /> Location:GRT.ROOM/MASTER GIRDER TRUSS D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Muki-Span Beam 9100 BALTIMORE ST ot <br /> [2006 Intematianal Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> 5.OINx27.51Nx29.67FT <br /> 16F-E3-E-Rated Southem Pine-Dry Use StruCalc Version 8.0.113.0 12/9/2014 9:11:43 AM <br /> Section Adequate By:2.5°� LOADING DIAGRAM <br /> Controlling Factor:Moment <br /> DEFLECTIONS Center <br /> Live Load 0.28 IN U1259 <br /> Dead Load 0.49 in <br /> Total Load 0.77 IN U461 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 � <br /> REACTIONS 0 � <br /> Live Load 2199 Ib 4914 Ib <br /> Dead Load 3476 Ib 5441 Ib <br /> Total Load 5675 Ib 10355 Ib <br /> Bearing Length 1.75 in 3.19 in <br /> BEAM DATA Center 29.67 R <br /> Span Length 29.67 ft <br /> Unbraced Length-Top 0 ft <br /> Unbraced Length-Bottom 29.67 ft UNIFORM LOADS Center <br /> Live Load Duration Factor 1.00 Uniform Live Load 0 pif <br /> Camber Adj.Factor 0 Uniform Dead Load 0 pff <br /> Camber Required 0 Beam Self Weight 33 pH <br /> Notch Depth 0.00 Total Uniform Load 33 If <br /> MATERIAL PROPERTIES POINT LOADS-CENTER SPAN <br /> 16F-E3-E-Rated Southem Pine Load Number �g <br /> Base Values �1�I�� Live Load 0 Ib <br /> Bending Stress: Fb= 1600 psi Controlled by: Dead Load 5281 Ib <br /> Fb_cmpr= 1600 psi Fb'= 1511 psi Location 17.5 ft <br /> Cd=1.00 Cv=0.94 <br /> Shear Stress: Fv= 300 psi Fv'= 300 psi TRAPEZOIDAL LOADS-CENTER SPAN <br /> Cd=1.00 Load Number Q�g �p <br /> Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Left Live Load 80 plf 454 plf <br /> Min.Mod.of Elasticity: E_min= 830 ksi E min'= 830 ksi Left Dead Load 30 pif 170 plf <br /> Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi Right Live Load SO plf 454 plf <br /> Right Dead Load 30 plf 170 plf <br /> Controlling Moment: 77367 ft-Ib Load Start 0 ft 17 ft <br /> 17.51 Ft from left support of span 2(Center Span) Load End 17 ft 29.67 ft <br /> Created by combining all dead loads and live loads on span(s)2 Load Len th 17 ft 12.67 ft <br /> Controlling Shear: -8991 Ib <br /> At a distance d from right support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons wkh required sections: Rea'd Provided <br /> Section Modulus: 614.6 in3 630.21 in3 <br /> Area(Shear): 44.95 in2 137.5 in2 <br /> Moment of Inertia(deflection): 6771.6 in4 8665.36 in4 <br /> Moment: 77367 ft-Ib 79332 ft-Ib <br /> Shear: -8991 Ib 275001b <br />