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HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash&Associates Architects Reg#6464-622 <br /> LOWER FOYER <br /> B-2 Date: 10/06/22 <br /> Selection (2) 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.0 in2 R2=2.0 in2 (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 6.5 ft Reaction 1 LL 1170# Reaction 2 LL 1170# <br /> Beam Wt per ft 10.68 # Reaction 1 TL 1497# Reaction 2 TL 1497# <br /> Bm Wt Included 69# Maximum V 1497# <br /> Max Moment 2433'# Max V(Reduced) 1041 # <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <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 0.02 0.02 <br /> Critical 11.21 5.48 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 14% 13% 7% 7% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 2600 285 1.9 750 <br /> Adjusted Values 2604 285 1.9 750 <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 Uniform LL: 360 Uniform TL: 450 =A <br /> Uniform Load A <br /> R1 = 1497 R2= 1497 <br /> SPAN =6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />