Laserfiche WebLink
HOLBROOK AVE <br /> BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 <br /> GARAGE <br /> GB-3 Date: 7/18/22 <br /> Selection 8-3/4x 24 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1= 16.5 inZ R2= 15.6 in2 (1.5)DL Defl= 0.18 in Recom Camber=0.27 in <br /> Data Beam Span 26.0 ft Reaction 1 LL 8040# Reaction 2 LL 7560# <br /> Beam Wt per ft 51.03# Reaction 1 TL 10713# Reaction 2 TL 10113# <br /> Bm Wt Included 1327# Maximum V 10713# <br /> Max Moment 69475'# Max V(Reduced) 10011 # <br /> TL Max Defl L/240 TL Actual Defl L/567 <br /> LL Max Defl L/360 LL Actual Defl L/846 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 840.00 210.00 0.55 0.37 <br /> Critical 401.24 62.57 1.30 0.87 <br /> Status OK OK OK OK <br /> Ratio 48% 30% 42% 43% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2078 240 1.8 650 <br /> Adjustments Cv Volume 0.866 <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 /> Par Unif LL Par Unif TL Start End <br /> 620 H =775 0 24.0 <br /> 360 I =450 24.0 26.0 <br /> H <br /> 0 0 <br /> R1 = 10713 R2= 10113 <br /> SPAN =26 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />