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PLAN 2261 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2261 HALL <br /> B-4 Date: 10/04/13 <br /> Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=3.6 inz R2= 3.6 in2 (1.5) DL Defl= 0.14 in Recom Camber=021 in <br /> Data Beam Span 13.0 ft Reaction 1 LL 1820# Reaction 2 LL 1820# <br /> Beam Wt per ft 7.97 # Reaction 1 TL 2327# Reaction 2 TL 2327# <br /> Bm Wt Included 104 # Maximum V 2327# <br /> Max Moment 7562'# Max V(Reduced) 2014# <br /> TL Max Defl L/240 TL Actual Defl L/332 <br /> LL Max Defl L/360 LL Actual Defl L/471 <br /> Aitributes Section in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 57.42 32.81 0.47 0.33 I <br /> Critical 37.81 12.59 0.65 0.43 <br /> Status OK OK OK OK <br /> Ratio 66% 38% 72°/o 76% <br /> Fb(psi) Fv(psi) E psi x mil) Fc� psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 280 Uniform TL: 350 =A <br /> Uniform Load A <br /> � 0 <br /> R1 =2327 R2 =2327 <br /> SPAN = 13FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />