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PLAN 1690 <br /> BeamChek v2011 licensetl to: Michael Johnson Re9#7992-66428 <br /> PLAN 1690 GARAGE <br /> GB-2 �ate: 225/14 <br /> Selecfion 4x 12 �F-L#2 W =OA Ft <br /> - Contlltions NDS 2005 <br /> MinBearingArea R1=1.1in' R2= 1.1in' (L5) �L�ef1= 0.13in <br /> Data Beam Span 16.0 tt Reaction 1 LL 400# Reaction 2 LL 400# <br /> � Beam Wt perft 9.57 # Reaction 1 TL 7P# Reaction 2 TL 7P# <br /> Bm Wt lncluded 153# Maximum V 7P# <br /> MaxMoment 2866'# MaxV(Reduced) 633# <br /> TL Max �efl U 240 TL Actual �efl L/792 <br /> LLMax �efl U360 LLActual �efi U>1000 _ _� <br /> AtMbutes Sect7onQn� Shear(n') TL�efl(In) LL�efl <br /> Actual 73.83 3938 024 0.11 <br /> Critical 3474 527 0.80 Q53 <br /> Status OK OK OK OK <br /> Ratio 47% 13% 30% 21% <br /> Fb si Fv si E si x mil Fc I si <br /> Ualues ReferenceValues 900 180 1.6 625 <br /> Adbsted Values 990 180 1.6 625 <br /> Atliustments CF Slze Factor 1.100 <br /> Cd �uration 1.00 1.00 <br /> CrRepetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1 00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb =0.00 Le=0.00 Ft <br /> Loads UnrformLL:50 UniformTL: 80 =A <br /> Uniform Load A � <br /> � <br /> 0 0 <br /> Ri =717 R2= 717 <br /> SPAN = �6 FT <br /> Uniform and partial uniform loads are Ibs per lineal tt. <br />