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page <br /> Project:214412 LARRY LEPOWSKY <br /> Location:SCREEN PORCH FOUND. D.F.P.PLANNING&DESIGN <br /> MuRi-Loaded Mufti-Span Beam 9100 BALTIMORE ST o� <br /> [2006 Intemational Residential Code(2005 NDS)] BLAINE MINN.55449 <br /> (2)1.51Nx11.251Nx19.59FT(5.4+g.3+4.9) <br /> #2-Southern Pine-Wet Use StruCalc Version 8.0.113.0 12/9/2014 9:11:46 AM <br /> Section Adequate By:15.2% <br /> Controllin Factor:Moment <br /> CAUTIONS <br /> *Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS j,gf� Center Riaht LOADING DIAGRAM <br /> Live Load -0.01 IN U5315 0.05 IN U2179 -0.01 IN U5635 <br /> Dead Load 0.01 in 0.01 in 0.00 in <br /> Total Load 0.02 IN U3192 0.06 IN U1823 -0.01 IN L/4427 <br /> Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 <br /> REACTIONS A B Sc L. � <br /> Live Load 816 Ib 2887 Ib 2636 Ib 659 Ib <br /> Dead Load 6243 Ib 5064 Ib 4102 Ib 144 Ib 2 � <br /> Total Load 7059 Ib 7951 Ib 6738 Ib 804 Ib <br /> Uplift(1.5 F.S) 0 Ib 0 Ib 0 Ib -264 Ib <br /> Bearing Length 6.22 in 7.00 in 5.93 in 0.71 in <br /> BEAM DATA L�$ nter Riaht <br /> Span Length 5.38 ft 9.33 ft 4.88 ft 5•ge n 8.53 R 4.88 R <br /> Unbraced Length-Top 0 ft 0 ft 0 ft <br /> Unbraced Length-Bottom 5.38 ft 9.33 ft 4.88 ft <br /> Live Load Duration Factor 1.00 UNIFORM LOADS � ente R� <br /> Notch Depth 0.00 Un'rform Live Load 0 plf 0 plf 0 plf <br /> MATERIAL PROPERTIES Unfform Dead Load 0 plf 0 plf 0 plf <br /> #2-Southem Pine Beam Self Weight 8 plf 8 plf 8 plf <br /> Base Values Adiusted Total Uniform Load 8 plf 8 pif 8 pif <br /> Bending Stress: Fb= 750 psi Fb'= 730 psi pOINT LOADS-LEFT SPAN <br /> Cd=1.00 C1=0.97 CF=1.00 Load Number Qr�g � <br /> Shear Stress: Fv= 165 psi Fv'= 160 psi Live Load 0 Ib 0 Ib <br /> Cd=1.00 Cm=0.97 Dead Load 6400 Ib 3530 Ib <br /> Modulus of Elasticity: E= 1400 ksi E'= 1260 ksi Location 0.25 ft 5.38 ft <br /> Min.Mod.of Elasticity: E min= 510 ksi E_min'= 459 ksi RIGHT SPAN <br /> Cm=0.90 Load Number One <br /> Comp.1 to Grain: Fc-L= 565 psi Fc-1'= 379 psi Live Load 0 Ib <br /> Cm=0.67 Dead Load 3150 Ib <br /> Location 0 ft <br /> Controlling Moment: -3341 ft-Ib <br /> Over left support of span 2(Center Span) TRAPEZOIDAL LOADS-LEFT SPAN <br /> Created by combining all dead loads and live loads on span(s) 1,2 Load Number Qn� <br /> Controlling Shear: 1943 Ib Left Live Load 330 plf <br /> At a distance d from left support of span 1 (Left Span) Left Dead Load 124 plf <br /> Created by combining all dead loads and live loads on span(s) 1,3 Right Live Load 330 plf <br /> Right Dead Load 124 plf <br /> Comparisons wrth required sections: Rea'd Pr vi Load Start 0 ft <br /> Section Modulus: 54.95 in3 63.28 in3 load End 5.38 ft <br /> Area(Shear): 18.21 in2 33.75 in2 Load Length 5.38 ft <br /> Moment of Inertia(deflection): 78.41 in4 355.96 in4 CENTER SPAN <br /> Moment: -3341 ft-Ib 3848 ft-Ib Load Number Qpg IN14 <br /> Shear: 1943 Ib 3601 Ib Left Live Load 330 plf 284 plf <br /> Left Dead Load 124 plf 107 plf <br /> Right Live Load 330 plf 284 plf <br /> Right Dead Load 124 plf 107 plf <br /> Load Start 0 ft 7.5 ft <br /> load End 7.5 ft 9.33 ft <br /> Load Length 7.5 ft 1.83 ft <br /> RIGHT SPAN <br /> Load Number Qng <br /> Left Live Load 284 plf <br /> Left Dead Load 107 plf <br /> Right Live Load 284 plf <br /> Right Dead Load 107 plf <br /> Load Start 0 ft <br /> Load End 4.88 ft <br /> Load Length 4.88 ft <br />