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13 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES UFF-STAIR <br /> Date: 1/23/21 <br /> Selection (2) 1-3/4x 7-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area RI= 1.2 in2 R2=0.8 in2 (1.5)DL Defl= 0.18 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 698# Reaction 2 LL 447# <br /> Beam Wt per ft 6.52# Reaction 1 TL 928# Reaction 2 TL 608# <br /> Bm Wt Included 91 # Maximum V 928# <br /> Max Moment 3284'# Max V(Reduced) 894# <br /> TL Max Defl L/240 TL Actual Dell L/307 <br /> LL Max Defl L/360 LL Actual Defl L/460 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.55 0.37 <br /> Critical 14.15 4.70 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 46% 19% 78% 78% <br /> Fb psi Fv si) E(psi x mil) Fc I(psi) <br /> Values Reference Values 2600 285 2.0 750 <br /> Ad'usted Values 2784 285 2.0 750 <br /> Adjustments CF Size Factor 1.071 <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 /> 585 B=745 4.0 <br /> Uniform Load A <br /> Pt loads: r B <br /> R1 =928 R2=608 <br /> SPAN = 14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 7/j6( <br />