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PLAN 2203 <br /> BeamChek v2077 licensetl to'Michael Johnson Reg# 7992-66428 <br /> PLAN 2203 GARAGE <br /> GB-1 �ate: 226/14 <br /> Selection 54ISx 15 GLB 24F-VB DF/DF Lu = 0.0 R W@OH= 0.0 Ftl <br /> Contlitions NDS 2005, Overhang <br /> � MinBearingArea R1=6.4in' R2= 97in' (1.5) �L�ef1= 0.17in. <br /> Data Beam Span 14.0 R Reaction 1 LL 2057# Reaction 2 LL 2743# <br /> BeamWtperft 18.68 # ReactioniTL 4140# Reaction2TL 6319# <br /> Bm Wt lnclutletl 299# Maximum V 5162# Overhang Length 2.O ft <br /> Max Moment 14834'# Max V (Retlucetl) 4439# Total Beam Length 16.0 ft <br /> TLMax�efl L/240 TLActual �efl U646 OHTLActual �efl L/386 <br /> LLMax �efl L/360 LLActual �eN L/>1000 OHLLActual �efl L/<-1000 <br /> AtMbutes Section in') Shear in TL�efl in LL �efl OH TL�efl OH LL�efl <br /> Actual 192,19 76.88 026 0.09 -0.12 -0.04 <br /> Critical 74.17 2774 070 047 020 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 39% 36% 37% 20% 62% 33% <br /> Fb si Fv si E si x mil Fc I psi <br /> Values I Reference Values 2400 240 1.8 650 <br /> Adustetl Values 2400 240 1.8 650 <br /> Atliustments � Cv Volume 1.000 <br /> ICtl �uretion 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> I 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 /> CI Stability @ OH 1.0000 Rb= 0.00 Le= 0.00 Ft <br /> Loatls Uniform LL 300 Uniform TL'. 560 =A Uniform Ltl on Backs an <br /> PointTL �istance Ps Unif LL Par UnifTL Start Entl <br /> B= 1200 12.0 300 K=560 (OH) 0 2D <br /> Uniform Loatl A K <br /> Ptloatls: ❑B �i <br /> 0 0 <br /> Ri =4140 R2= 6319 <br /> BACKSPAN = 14 FT OH =2 FT <br /> Uniform antl partial uniform loatls are Ibs per lineal ft Overhanging loatl tlistances are from R2. <br />