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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Family Rm <br /> 2.12 Prepared by:jfm Date: 7/01/24 <br /> Selection (2)2x 8 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.9 in R2=2.9 in (1.5)DL Defl= 0.03 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 840# Reaction 2 LL 840# <br /> Beam Wt per ft 5.29 # Reaction 1 TL 1169# Reaction 2 TL 1169# <br /> Bm Wt Included 28 # Maximum V 1169# <br /> Max Moment 1534'# Max V(Reduced) 900# <br /> TL Max DO L/240 TL Actual Defl L/900 <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 26.28 21.75 0.07 0.04 <br /> Critical 18.05 9.00 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 69% 41% 27% 25% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1020 150 1.3 405 <br /> Adiustments CIF Size Factor 1.200 <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: 320 Uniform TL: 440 =A <br /> Uniform Load A <br /> R1 = 1169 R2= 1169 <br /> SPAN =5.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes 8' Floor Load @ 40#LL/50#TL,40#wall (under window above) <br />