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HOLBROOK AVE <br /> BeamChek v2018 licensed to:Nash&Associates Architects Reg#6464-622 <br /> DECK <br /> DB-1 Date: 7/18/22 <br /> Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1= 5.0 in2 R2=5.0 in2 (1.5)DL Defl= 0.07 in Recom Camber=0.10 in <br /> Data Beam Span 12.0 ft Reaction 1 LL 2700# Reaction 2 LL 2700# <br /> Beam Wt per ft 13.08# Reaction 1 TL 3228# Reaction 2 TL 3228# <br /> Bm Wt Included 157# Maximum V 3228# <br /> Max Moment 9685'# Max V(Reduced) 2758# <br /> TL Max Defl L/240 TL Actual Defl L/473 <br /> LL Max Defl L/360 LL Actual Defl L/611 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 94.17 53.81 0.30 0.24 <br /> Critical 48.43 17.24 0.60 0.40 <br /> Status OK OK OK OK <br /> Ratio 51% 32% 51% 59% <br /> Fb (psi) Fv(psi) E(psi x mil) Fci.(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:450 Uniform TL: 525 =A <br /> Uniform Load A <br /> R1 =3228 R2=3228 <br /> SPAN = 12 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />