Laserfiche WebLink
PLAN 2070 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2070 GARAGE <br /> � GB-2 Date: 2/25/14 <br /> Selection 3-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br /> , Conditions NDS 2005 <br /> Min Bearing Area R1=3.9 in2 R2=3.9 inZ (1.5) DL Defl= 0.41 in Recom Camber=0.62 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 800# Reaction 2 LL 800# <br /> Beam Wt per ft 10.25# Reaction 1 TL 2562# Reaction 2 TL 2562# <br /> Bm Wt Included 164 # Maximum V 2562# <br /> Max Moment 9048'# Max V(Reduced) 2370# <br /> TL Max Defl L/240 TL Actual Defl L/356 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3 Shear in2) TL Defl in LL Defl <br /> Actual 94.92 42.19 0.54 0.13 <br /> Critical 4524 14.82 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 48% 35°/o 68% 24°/o <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: 100 Uniform TL: 160 =A <br /> Point TL Distance <br /> B= 1200 3.0 <br /> C = 1200 13.0 <br /> Uniform Load A <br /> Pt loads: n ❑C <br /> � 0 <br /> R1 =2562 R2=2562 <br /> SPAN = 16FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />