Laserfiche WebLink
PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> G B-5 Date: 12/22/14 <br /> Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> - Min Bearing Area R1=4.0 inz R2= 5.7 in2 (1.5) DL Defl= 0.27 in Recom Camber=0.40 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 1427# Reaction 2 LL 2053# <br /> Beam Wt per ft 16.81 # Reaction 1 TL 2581 # Reaction 2 TL 3693# <br /> Bm Wt Included 269# Maximum V 3693# <br /> Max Moment 19007'# Max V(Reduced) 3494# <br /> TL Max Defl L/240 TL Actual Defl L/393 <br /> LL Max Defl L/360 LL Actual Defl L/865 <br /> Attributes Section in') Shear in2 TL Defl in) LL Defl <br /> Actual 155.67 69.19 0.49 0.22 <br /> Critical 95.03 21.84 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 61% 32% 61% 42% <br /> Fb ( si) Fv psi) E (psi x mil) Fc�( si) <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 /> 2129 B=3845 10.0 75 H = 120 0 10.0 <br /> 100 I = 160 10.0 16.0 <br /> I <br /> H <br /> Pt loads: ❑B <br /> � 0 <br /> R1 =2581 R2=3693 <br /> SPAN = 16FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />