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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Kitchen <br /> 2.9 Prepared by:jfm Date: 7/01/24 <br /> Selection (2)2x 10 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=3.0 in R2= 3.0 in (1.5)DL Defl= 0.01 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 840# Reaction 2 LL 840# <br /> Beam Wt per ft 6.74 # Reaction 1 TL 1199# Reaction 2 TL 1199# <br /> Bm Wt Included 35 # Maximum V 1199# <br /> Max Moment 1574'# Max V(Reduced) 847# <br /> TL Max DO L/240 TL Actual Defl L/>1000 <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 42.78 27.75 0.03 0.02 <br /> Critical 20.20 8.47 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 47% 31% 13% 12% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc L (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 935 150 1.3 405 <br /> Adiustments CIF Size Factor 1.100 <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: 450 =A <br /> Uniform Load A <br /> R1 = 1199 R2= 1199 <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, (window aligns over) <br />