Laserfiche WebLink
PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> G B-4 Date: 12/22/14 <br /> Selection 5-1/8x 19-1l2 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> " Min Bearing Area R1=9.8 inZ R2= 11.8 in2 (1.5) DL Defl= 029 in Recom Camber=0.43 in <br /> Data Beam Span 20.0 ft Reaction 1 LL 4320# Reaction 2 LL 5081 # <br /> Beam Wt per ft 24.28 # Reaction 1 TL 6361 # Reaction 2 TL 7670# <br /> Bm Wt Included 486# Maximum V 7670# <br /> Max Moment 49430'# Max V(Reduced) 7062# <br /> TL Max Defl L/240 TL Actual Defl L/371 <br /> LL Max Defl L/360 LL Actual Defl L/668 <br /> Attributes Section (in' Shear(inZ) TL Defl in) LL Defl <br /> Actuai 324.80 99.94 0.65 0.36 <br /> Critical 258.18 44.14 1.00 0.67 <br /> Status OK OK OK OK <br /> Ratio 79% 44% 65% 54% <br /> Fb (psi) Fv( si) E(psi x mil) Fc�(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2297 240 1.8 650 <br /> Adiustments Cv Volume 0.957 <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 /> Point LL Point TL Distance <br /> 3801 B =6545 12.0 <br /> Uniform Load A <br /> Pt loads: 0 <br /> 0 0 <br /> R1 =6361 R2= 7670 <br /> SPAN =20 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />