Laserfiche WebLink
PLAN 2217 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> B-1 Date: 10/14/22 <br /> Selection 4x 10 OF-L*2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.4 in2 R2=2.4 in2 (1.5)DL Defl= 0.01 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 1000# Reaction 2 LL 1000# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1470# Reaction 2 TL 1470# <br /> Bm Wt Included 39# Maximum V 1470# <br /> Max Moment 1837'# Max V(Reduced) 1017# <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(in') Shear(ire) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.03 0.02 <br /> Critical 20.41 8.47 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 41% 26% 10% 9% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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:400 Uniform TL: 580 =A <br /> Uniform Load A <br /> R1 = 1470 R2=1470 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />