Laserfiche WebLink
HOLBROOK AVE <br /> BeamChek v2022 licensed to:Nash&Associates Architects Reg#6464-622 <br /> PRIMARY SITTING <br /> RB-2 Date: 10/06/22 <br /> Selection 4x 8 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.7 in2 R2=2.7 in2 (1.5) DL Defl= 0.05 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1050# Reaction 2 LL 1050# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1698# Reaction 2 TL 1698# <br /> Bm Wt Included 37# Maximum V 1698# <br /> Max Moment 2548'# Max V(Reduced) 1356# <br /> TL Max Defl L/240 TL Actual Defl L/652 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.11 0.06 <br /> Critical 26.13 11.30 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 85% 45% 37% 29% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adjustments CF Size Factor 1.300 <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 = 1698 R2= 1698 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> Sd <br />