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HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash&Associates Architects Reg#6464-622 <br /> GARAGE <br /> GB-1 Date: 10/06/22 <br /> Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=7.4 in2 R2=4.0 in2 (1.5) DL Defl= 0.07 in Recom Camber=0.10 in <br /> Data Beam Span 9.0 ft Reaction 1 LL 3107# Reaction 2 LL 1917# <br /> Beam Wt per ft 9.11 # Reaction 1 TL 4812# Reaction 2 TL 2615# <br /> Bm Wt Included 82# Maximum V 4812# <br /> Max Moment 7455'# Max V(Reduced) 4353# <br /> TL Max Defl L/240 TL Actual Defl L/655 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 75.00 37.50 0.16 0.10 <br /> Critical 37.27 27.20 0.45 0.30 <br /> Status OK OK OK OK <br /> Ratio 50% 73% 37% 32% <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: 360 Uniform TL: 450 =A <br /> Point LL Point TL Distance <br /> 1784 B=3295 1.5 <br /> Uniform Load A <br /> Pt loads: B <br /> R1 =4812 R2=2615 <br /> SPAN=9 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> ipto <br />