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PLAN 2203 <br /> BeamChek v2099 licensetl to: Michael Johnson Reg# 7992-66428 <br /> PLAN2203 FOYER <br /> B-9 Date'226/14 <br /> Se/ection 4x 10 �F-L N2 W =OD Ft <br /> Contlitions NDS 2005 <br /> - Min Bearing Area R1= 32 in' R2=5.5 in' (1.5) DL Defl= <0.01 in. <br /> Dafa Beam Span 3D ft Reaction 1 LL 1027# Reaction 2 LL 1693# <br /> Beam Wt per R 7.87# Reaction 1 TL 2024# Reaction 2 TL 3466# <br /> Bm Wt Included 24# Maximum V 3466# <br /> Max Moment 3267'# M�V(Reduced) 3167# <br /> TLMaxDe9 U240 TLActualDe9 U>1000 <br /> LL Max De9 L/360 LL Actual De9 L/>1000 <br /> Attnbutes Section in') Shear (in'� TL Defl_in� LL Defl <br /> Actual 49.91 32.38 0.01 <0.01 <br /> Critical 36.30 26A0 0.15 0.10 <br /> Status OK OK OK OK <br /> Ratio 73% 82% 10% 6% <br /> Fb si W si E si x mil Fc I si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1080 180 1.6 625 <br /> Atliustments CF Size Factor 1 200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> - Cm Wet Use 1.00 1 DO 1.00 1.00 <br /> G Stability 1.0000 Rb=0.00 Le= 0.00 Ft <br /> Loatls UniformLL240 UniformTL380 =A <br /> Point LL Point TL Distance <br /> 2000 B=4327 2.0 <br /> Uniform Load A <br /> Ptloads: � _ ❑B� <br /> � 0 <br /> R1 =2024 R2 =3466 <br /> SPAN =3 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />