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HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash&Associates Architects Reg#6464-622 <br /> GARAGE <br /> GB-2 Date: 10/06/22 <br /> Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=6.3 inz R2=6.3 inz (1.5)DL Defl= 0.12 in Recom Camber=0.18 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 2880# Reaction 2 LL 2880# <br /> Beam Wt per ft 18.68# Reaction 1 TL 4109# Reaction 2 TL 4109# <br /> Bm Wt Included 299# Maximum V 4109# <br /> Max Moment 15718'# Max V(Reduced) 3411 # <br /> TL Max Defl L/240 TL Actual Defl L/597 <br /> LL Max Defl L/360 LL Actual Defl L/940 <br /> Attributes Section (in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 192.19 76.88 0.32 0.20 <br /> Critical 78.59 21.32 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 41% 28% 40% 38% <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 /> Par Unif TL Start End <br /> H=90 0 4.0 <br /> I =90 12.0 16.0 <br /> H <br /> Uniform Load A <br /> R1 =4109 R2=4109 <br /> SPAN= 16 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />