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HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash&Associates Architects Reg#6464-622 <br /> PRIMARY BDRM. <br /> RB-3 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=3.5 in2 R2=3.5 in2 (1.5)DL Defl= 0.09 in Recom Camber=0.13 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 1400# Reaction 2 LL 1400# <br /> Beam Wt per ft 6.83# Reaction 1 TL 2267# Reaction 2 TL 2267# <br /> Bm Wt Included 55# Maximum V 2267# <br /> Max Moment 4535'# Max V(Reduced) 1842# <br /> TL Max Defl L/240 TL Actual Defl L/528 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 42.19 28.13 0.18 0.09 <br /> Critical 22.67 11.51 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 54% 41% 45% 35% <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: 350 Uniform TL: 560 =A <br /> Uniform Load A <br /> R1 =2267 R2=2267 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> /_ <br />