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PLAN 2203 <br /> BeamChek v20111icensetl fo:Michael Johnson Reg# 7992 66428 <br /> PLAN2203 GREATROOM <br /> B-1 Date:226/14 <br /> Selecfion 4x 70 DF-L k2 Lu =OD R <br /> Contlifions NDS2005 <br /> � Min BearingArea R1=3.3 in' R2= 3.3 in' (L5) DL Defl= 0.06 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 1360# Reaction 2 LL 1360# <br /> Beam Wt per ft 7.87 # Reaction 1 TL 2051 # Reaction 2 TL 2051 # <br /> Bm Wt lndutletl 63 # Maximum V 2051 # <br /> MaxMoment 4103'# MaxV(Retlucetl) 1656# <br /> TLMaxDefl U240 TLActualDefl U643 � <br /> LLMaxDefl L/360 LLActualDefl L/>1000 <br /> Aftnbufes Section in Shear in� TL Defl in LL Defl <br /> Actual 49.91 3238 0.15 0.08 <br /> Cntical 45.59 13.80 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 91% 43% 37% 32% <br /> Fb si Fv si E si x mil Fc.l_ si <br /> Ualues Reference Ualues 900 180 1.6 625 <br /> Atllustetl Values 1080 180 1.6 625 <br /> Atliusfinents CF Size Factor 1200 <br /> Ctl Duration 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 /> ClStability 1.0000 Rb=0.00 Le=0.00F5 <br /> Loads UniformLL: 340 UniformTL'. 505 =A <br /> � Uniform Loatl A -� <br /> � <br /> R i = 2051 R2= 2051 <br /> SPAN =8 FT <br /> Uniform antl partial uniform loatls are Ibs per lineal ft. <br />