Laserfiche WebLink
19 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES LOFT WIND <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= 1.1 in2 R2= 1.4 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 409# Reaction 2 LL 503# <br /> Beam Wt per ft 6.17# Reaction 1 IL 689# Reaction 2 TL 846# <br /> Bm Wt Included 31 # Maximum V 846# <br /> Max Moment 1749'# Max V(Reduced) 818# <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 30.66 25.38 0.04 0.02 <br /> Critical 17.94 6.81 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 59% 27% 17% 13% <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:25 Uniform TL: 40 =A <br /> Point LL Point TL Distance <br /> 787 B= 1304 2.8 <br /> L_ Uniform Load A <br /> Pt loads: C <br /> 0 0 <br /> R1 =689 R2=846 <br /> SPAN = 5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />