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HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash&Associates Architects Reg#6464-622 <br /> GREAT RM. <br /> RB-1 Date: 10/06/22 <br /> Selection 6-3/4x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=7.5 in2 R2=7.5 in2 (1.5) DL Defl= 0.19 in Recom Camber=0.28 in <br /> ------Data Beam Span 12.0 ft Reaction 1 LL 3000# Reaction 2 LL 3000# <br /> Beam Wt per ft 17.22# Reaction 1 TL 4903# Reaction 2 TL 4903# <br /> Bm Wt Included 207# Maximum V 4903# <br /> Max Moment 14710'# Max V(Reduced) 4188# <br /> TL Max Defl L/240 TL Actual Defl L/371 <br /> LL Max Defl L/360 LL Actual Defl L/725 <br /> Attributes Section (in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 124.03 70.88 0.39 0.20 <br /> Critical 73.55 26.18 0.60 0.40 <br /> Status OK OK OK OK <br /> Ratio 59% 37% 65% 50% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments 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: 500 Uniform TL: 800 =A <br /> Uniform Load A <br /> 0 <br /> R1 =4903 R2=4903 <br /> SPAN = 12 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> V/96 <br />