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• HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash &Associates Architects Reg#6464-622 <br /> GARAGE <br /> GB-4 Date: 10/06/22 <br /> Selection 3-1/2x 11-7/8 2.0E TJ Parallam W.S. PSL Lu =0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=5.3 in2 R2=0.8 in2 (1.5)DL Defl= 0.25 in <br /> Data Beam Span 18.5 ft Reaction 1 LL 1784# Reaction 2 LL 216# <br /> Beam Wt per ft 12.99# Reaction 1 TL 3295# Reaction 2 TL 505# <br /> Bm Wt Included 240# Maximum V 3295# <br /> Max Moment 6219'# Max V(Reduced) 2402# <br /> TL Max Defl L/240 TL Actual Defl L/519 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 82.26 41.56 0.43 0.17 <br /> Critical 25.70 12.42 0.93 0.62 <br /> Status OK OK OK OK <br /> Ratio 31% 30% 46% 28% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 2900 290 2.0 625 <br /> Adjusted Values 2903 290 2.0 625 <br /> Adjustments CF Size Factor 1.001 <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 <br /> Par Unif LL Par Unif TL Start End <br /> 500 H =890 0 4.0 <br /> H <br /> 0 0 <br /> R1 =3295 R2=505 <br /> SPAN= 18.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />