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HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash&Associates Architects Reg#6464-622 <br /> BDRM.#2 <br /> RB-4 Date: 10/06/22 <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=5.0 in' R2=5.0 in2 (1.5) DL Defl= 0.12 in Recom Camber=0.19 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 2000# Reaction 2 LL 2000# <br /> Beam Wt per ft 6.83# Reaction 1 TL 3227# Reaction 2 TL 3227# <br /> Bm Wt Included 55# Maximum V 3227# <br /> Max Moment 6455'# Max V(Reduced) 2622# <br /> TL Max Defl L/240 TL Actual Defl L/371 <br /> LL Max Defl L/360 LL Actual Defl L/713 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 42.19 28.13 0.26 0.13 <br /> Critical 32.27 16.39 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 76% 58% 65% 50% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (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 0 <br /> R1 =3227 R2=3227 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />