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— — 4 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES FRONT PORCH <br /> Date: 1/20/21 <br /> Selection I 4x 8 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1= 1.7 in2 R2= 1.7 in2 (1.5) DL Defl= 0.06 in <br /> Data Beam Span 7.25 ft Reaction 1 LL 657# Reaction 2 LL 657# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1074# Reaction 2 TL 1074# <br /> Bm Wt Included 45# Maximum V 1074# <br /> Max Moment 1946'# Max V(Reduced) 895# <br /> TL Max Defl L/240 TL Actual Defl L/705 <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 0.06 <br /> Critical 17.35 6.48 0.36 0.24 <br /> Status OK OK OK OK <br /> Ratio 57% 26% 34% 26% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1346 207 1.6 625 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.15 1.15 <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: 181 Uniform TL: 290 =A <br /> Uniform Load A <br /> A <br /> R1 = 1074 R2 = 1074 <br /> SPAN =7.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> •g(29Y <br />