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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Entry to Breakfast <br /> 2.8 Prepared by:jfm Date: 7/01/24 <br /> Selection 4x 6 DF-L#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.5 in R2=2.5 in (1.5)DL Defl= 0.03 in <br /> Data Beam Span 4.25 ft Reaction 1 LL 1105# Reaction 2 LL 1105# <br /> Beam Wt per ft 4.68 # Reaction 1 TL 1561 # Reaction 2 TL 1561 # <br /> Bm Wt Included 20 # Maximum V 1561 # <br /> Max Moment 1659'# Max V(Reduced) 1224# <br /> TL Max Defl L/240 TL Actual Defl L/642 <br /> LL Max Defl L/360 LL Actual DO L/>1000 <br /> Attributes Section (in3) Shear(in 2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.08 0.05 <br /> Critical 17.01 10.20 0.21 0.14 <br /> Status OK OK OK OK <br /> Ratio 96% 53% 37% 35% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adiustments CIF 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 520 Uniform TL: 730 =A <br /> Uniform Load A <br /> R1 = 1561 R2= 1561 <br /> SPAN =4.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes Tributary Loads 13' Floor Load @ 40#LL/50#TL+80#DL <br />