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8 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES DORMER RAFTER <br /> Date: 1/23/21 <br /> Selection r(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= 1.7 in2 R2= 1.1 in2 (1.5)DL Defl= 0.11 in <br /> Data Beam Span 8.8 ft Reaction 1 LL 811 # Reaction 2 LL 504# <br /> Beam Wt per ft 6.52# Reaction 1 TL 1295# Reaction 2 TL 790# <br /> Bm Wt Included 57# Maximum V 1295# <br /> Max Moment 3627'# Max V(Reduced) 1261 # <br /> TL Max Defl L/240 TL Actual Defl L/468 <br /> LL Max Defl L/360 LL Actual Defl L/888 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.23 0.12 <br /> Critical 15.63 6.63 0.44 0.29 <br /> Status OK OK OK OK <br /> Ratio 51% 26% 51% 41% <br /> Fb(psi) _ Fv(psi) E(psi x mil) Fc L(psi) <br /> Values Reference Values 2600 285 2.0 750 <br /> Adjusted 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 IL: 50 =A <br /> Point LL Point TL Distance <br /> 963 B= 1587 3.0 <br /> Uniform Load A <br /> Pt loads: B <br /> R 1 = 1295 R2=790 <br /> SPAN =8.8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />