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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> G B-3 Date: 12/22/14 <br /> Selection 6-3/4x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br /> Conditions NDS 2012 <br /> � Min Bearing Area R1=5.9 in2R2= 10.1 in2 (1.5) DL Defl= 0.20 in Recom Camber=0.30 in <br /> Data Beam Span 12.0 ft Reaction 1 LL 2129# Reaction 2 LL 3861 # <br /> Beam Wt per ft 19.68 # Reaction 1 TL 3845# Reaction 2 TL 6545# <br /> Bm Wt Included 236# Maximum V 6545# <br /> Max Moment 25462'# Max V(Reduced) 6455# <br /> TL Max Defl L/240 TL Actuai Defl L/370 <br /> LL Max Defl L/360 LL Actual Defl L/770 <br /> Attributes Section in3) Shear inz) TL Defl (in LL Defl <br /> Actual 162.00 81.00 0.39 0.19 <br /> Critical 127.31 40.34 0.60 0.40 <br /> Status OK OK OK OK <br /> Ratio 79% 50°/o 65% 47% <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 <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 450 B =769 5.0 H =40 0 5.0 <br /> 2420 C =4146 8.0 160 I =280 5.0 8.0 <br /> 2400 D=3918 8.0 60 J =70 8.0 12.0 <br /> J <br /> I <br /> H <br /> Pt loads: ❑6 ❑D <br /> � 0 <br /> R1 =3845 R2 =6545 <br /> SPAN = 12FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />