Laserfiche WebLink
20 <br /> • <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES NOOK <br /> Date: 1/23/21 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.9 in2 R2= 1.1 in2 (1.5) DL Defl= 0.06 in <br /> Data Beam Span 7.8 ft Reaction 1 LL 369# Reaction 2 LL 446# <br /> Beam Wt per ft 6.17# Reaction 1 TL 577# Reaction 2 TL 707# <br /> Bm Wt Included 48# Maximum V 707# <br /> Max Moment 2024'# Max V(Reduced) 673# <br /> TL Max Defl L/240 TL Actual Defl L/751 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.12 0.07 <br /> Critical 20.76 5.61 0.39 0.26 <br /> Status OK OK OK OK <br /> Ratio 68% 22% 32% 25% <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:40 Uniform TL: 50 =A <br /> Point LL Point TL Distance <br /> 503 B=846 4.5 <br /> L Uniform Load A <br /> Pt loads: r B <br /> 0 <br /> R1 =577 R2=707 <br /> SPAN = 7.8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> / d <br />