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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Living/Entry Beam <br /> 2.5 Prepared by:jfm Date: 7/01/24 <br /> Selection (3)2x 12 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=3.3 in R2=2.8 in (1.5)DL Defl= 0.13 in <br /> Data Beam Span 12.0 ft Reaction 1 LL 615# Reaction 2 LL 445# <br /> Beam Wt per ft 12.3 # Reaction 1 TL 1348# Reaction 2 TL 1125# <br /> Bm Wt Included 148 # Maximum V 1348# <br /> Max Moment 4462'# Max V(Reduced) 1214# <br /> TL Max DO L/240 TL Actual Defl L/722 <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 94.92 50.63 0.20 0.07 <br /> Critical 62.99 12.14 0.60 0.40 <br /> Status OK OK OK OK <br /> Ratio 66% 24% 33% 18% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 850 150 1.3 405 <br /> Adiustments CIF Size Factor 1.000 <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: 40 Uniform TL: 130 =A <br /> Point LL Point TL Distance <br /> 580 B = 765 4.25 <br /> Uniform Load A <br /> Pt loads: u <br /> R1 = 1348 R2= 1125 <br /> SPAN = 12FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes Uniform floor 40#LL/50#TL+Wall 80#DL, PL from stair side (including halfwall) <br />