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' PLAN '1875 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> GREATROOM <br /> B-i Date'.6/27/14 <br /> Selection 3-7/Sx 9 GLe 24F-V4 DF/DF Lu= 0.0 Ft <br /> Contlitions NDS 2005 <br /> Min BearingArea R1=4.0 in' R2=4.0 in' (t5) DL Defl= 0.08 in Remm Camber-0.13 in <br /> Data Beam Span BD k Reaction 1 LL �760# Reaction 2 LL 1760# <br /> Beam Wt per ft 6.83# Reaction 1 TL 2587# Reactian 2 TL 2587# <br /> Bm Wt lncluded 55# Maximum V 2587# <br /> M�Moment 5175'# Max V(Retluced) 2102# <br /> TLMaxDefl U240 TLActualDefl L/475 <br /> LLMaxDefl L/360 LLActualDefl L/810 <br /> Attiibutes Section in'� Shear(in'� TL Defl (in LL Defl <br /> Actual 42.19 28.13 020 0.12 <br /> Critical 25.87 13.14 0.40 027 <br /> Status � OK OK OK OK <br /> Ratio 61% 47% 51% 44% <br /> Fb si Fv si E si x mil Fc I (psi) <br /> 1/alues Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Atliustments Cv Uolume 1.000 <br /> Cd Duretion 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> G Stability 1.0000 Rb= 0.00 Le= 0.00 Ft <br /> Loads UnifarmLL:440 UniformTL'. 640 =A <br /> � Unifortn Loatl A <br /> 0 0 <br /> Ri =2587 R2 =2587 <br /> SPAN= BFT <br /> U niform and partial uniform loatls are Ibs per lineal ft. <br />