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� � PLAN 2203 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 79 9 2-6 64 2 8 <br /> PLAN 2203 DINING ROOM <br /> . &4 Date:226/14 <br /> Selection 63/4x 73-V2 GLB 24F-V4 DFIDF W=OD Ft <br /> Conditions NDS2005 <br /> MinBearingArea R1=8.4in' R2=77in' (1.5) DLDefl= 0.14in RecomCamber=021in <br /> Data Beam Span 16.0 ft Reaction 1 LL 4225# Reaction 2 LL 3865# <br /> Beam Wt per t[ 22.14 # Reaction 1 TL 5459# Reaction 2 TL 5008# <br /> Bm Wt Included 354# Maximum V 5459# <br /> Max Moment 21374 Yt Max V(Reduced) 4675# <br /> TL Max Detl L/240 TLActual Detl L/417 <br /> LLMaxDetl L/360 LLActualDefl L/599 <br /> Attnbutes Section in' Shear in'7 TL Defl in LL Defl <br /> Actual 205.03 91A3 0.46 0.32 <br /> Critical 108.17 2922 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 53% 32% 58% 60% <br /> Fb si Fv si E si x mil Fc I si <br /> Values Reference Values 2400 240 1.8 650 <br /> I Ad�usted Values 2371 240 1.8 650 <br /> Adiustments Cv Volume 0.988 <br /> I Cd Duration 1.00 1.00 <br /> Cr Repetitive 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 /> Loads <br /> I Par UNt LL Par Unif TL Start End <br /> 540 H=675 0 10.5 <br /> 440 I =550 10.5 16.0 <br /> ��� <br /> H <br /> � � <br /> R 1 =5459 R2=5008 <br /> SPAN= 16 FT <br /> Unitorm and par[ial unitorm loads are Ibs per lineal ft. <br />