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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Family Rm <br /> 2.11 Prepared by:jfm Date: 7/01/24 <br /> Selection [(3)2x 10 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1= 11.3 in2 R2=8.6 in (1.5)DL Defl= 0.04 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 2764# Reaction 2 LL 2147# <br /> Beam Wt per ft 10.11 # Reaction 1 TL 4556# Reaction 2 TL 3485# <br /> Bm Wt Included 53 # Maximum V 4556# <br /> Max Moment 4792'# Max V(Reduced) 3272# <br /> TL Max DO L/240 TL Actual Defl L/830 <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 64.17 41.63 0.08 0.04 <br /> Critical 61.51 32.72 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 96% 79% 29% 22% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc (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 ILL: 783 Uniform TL: 1257 =A <br /> Point LL Point TL Distance <br /> 800 B = 1389 0.6 <br /> Uniform Load A <br /> Pt loads: B <br /> R1 =4556 R2=3485 <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, 18.5' Roof Load @ 25#LL.42#TL+80#wall <br />