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PLAN 2203 <br /> BeamChek v2077licensetl to:Michael Johnson Reg#79 9 2-6 64 28 <br /> PL4N 2203 GAR4GE <br /> GB-2 Date:2/26/14 <br /> Selection � 5-1/Bx 19-12 GLB 24F-V6 OFIOF W=0.0 Ft � <br /> co�e�r�w,s Nos zoos <br /> Min Bearing Area R1= 102 in'R2= 14.5 in' (L5)DL Defl= 0.33 in Recom Camber-0.49 in <br /> Dafa Beam Span 19D ft Reaction 1 LL 4249# Reaction 2 LL 4708# <br /> BeamWtperft 24281k ReactioniTL 6629# Reaction2TL 9422# <br /> Bm Wt Included 461 # Maximum V 9422# <br /> Max Moment 42039'# Max V(Reduced) 86841k <br /> TLMaxDefl L/240 TLActualDefl L/379 <br /> LLMaxDefl L/360 LLActualDefl L/835 <br /> A(tnbutes Sectlon (n') Shear(in') TL Defl(in) LL Defl <br /> Actual I 324.80 99.94 0.60 027 <br /> Critical 218A5 54.D 0.95 0.63 <br /> StaWs OK OK OK OK <br /> Ratio 67% 54% 63% 43% <br /> Fb si Fv si E si x mil Fc I si <br /> Values Reference Values 2400 240 1.8 650 <br /> Adlusted Values 2309 240 1.8 650 <br /> Atliushnents Cv Volume 0.962 <br /> Ctl Duration 1.00 1.00 <br /> CrRepetitive 1.00 <br /> Ch Shear Stress N/A <br /> ' CmWetUse 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loatls <br /> � Point LL Point TL Distance Par Unif LL Par UnitTL Start End I <br /> 2057 B =4440 14.0 400 H=500 0 14.0 <br /> C=2000 14.0 260 I=430 14.0 19.0 <br /> �I� <br /> H <br /> Pt loads: � 0 � <br /> � 0 <br /> R i =6629 R2= 9422 <br /> SPAN = 19 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />