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12 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES UFF-STAIR <br /> Date: 1/23/21 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft J <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=3.5 in2 R2=3.5 in2 (1.5)DL Defl= 0.04 in <br /> Data Beam Span 5.2 ft Reaction 1 LL 1521 # Reaction 2 LL 1521 # <br /> Beam Wt per ft 6.17# Reaction 1 TL 2213# Reaction 2 TL 2213# <br /> Bm Wt Included 32 # Maximum V 2213# <br /> Max Moment 2877'# Max V(Reduced) 1699# <br /> TL Max Defl L/240 TL Actual Defl L/662 <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 0.09 0.06 <br /> Critical 29.51 14.16 0.26 0.17 <br /> Status OK OK OK OK <br /> Ratio 96% 56% 36% 32% <br /> Fb(psi Fv(psi E psi x mil Fc I si <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:260 Uniform TL: 325 =A <br /> Par Unif LL Par Unif TL Start End <br /> 325 H=520 0 5.2 <br /> C - - - H <br /> Uniform Load A <br /> r <br /> . . z . <br /> R1 =2213 R2=2213 <br /> SPAN = 5.2 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />