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, Combinalion Root��, .d Floor 8eam(2006 Interna!ional Residenlial l. .e(OS NDS)J Ver: 7.07.14 <br /> By: . ,American Home Planners on:OS•26•2009 <br /> Projecl: DEVOLL ADDITION-Lowlion: PT 4X8 DF2 MIN @ CRAW L ACCESS <br /> Summary: <br /> 3.5 IN x 7.25 IN x 3.0 FT /#2-Douglas-Fir-Larch-Wet Use <br /> _ Section Adequate By: 214.6% Contr�llin9 Factor: Section Modulus/Depih Required 4.09 In <br /> SHEAR, M7MENT,AND DEFLECTION DIAGRAMS <br /> Load combinalion shown: Controlling SheadMomenUOeflection Diagrams <br /> 2000 1238 Ibs @ 0 fl � <br /> 1000 <br /> Shear � <br /> (Ibs) 0 <br /> -1000 <br /> -2000 -1238 Ibs @ 3 ft ` <br /> 1000 ft-Ibs 2 ft I <br /> I <br /> 500 I Momenl <br /> (ft-Ib) 0 <br /> -500 I <br /> -1000 i <br /> -0.01 I . _ . .---- - — -- - -- <br /> •0.0�5 I <br /> Deflection <br /> l��) � I <br /> � <br /> 0.005 I <br /> 0.01 � � in@1.5fl <br /> � Span =3 ft I <br /> Controllinq I.oad Cases: <br /> Shear. Crilical shear created by combining all dead;md live loads. <br /> MomenC Crilical moment created by combining all dead and live loads, <br /> Dellection: Crdical deFleclion created t-y combining ail dead and live loads. <br />