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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 BRKFST <br /> 2.10 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= 11.2 in R2= 5.4 in (1.5)DL Defl= 0.03 in <br /> Data Beam Span 6.25 ft Reaction 1 LL 3001 # Reaction 2 LL 1552# <br /> Beam Wt per ft 12.3 # Reaction 1 TL 4529# Reaction 2 TL 2169# <br /> Bm Wt Included 77 # Maximum V 4529# <br /> Max Moment 5628'# Max V(Reduced) 3286# <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 94.92 50.63 0.06 0.04 <br /> Critical 79.45 32.86 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 84% 65% 20% 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: 320 Uniform TL: 400 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 1677 B =2633 1.63 537 H = 913 0 1.63 <br /> H <br /> Uniform Load A <br /> Pt loads: n <br /> 0 <br /> R1 =4529 R2=2169 <br /> SPAN =6.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes (A)8' Floor @ 40#LL/50#TL+ (H) 18.5 Roof @ 25#LL/42#TL&80#Wall <br /> B=PL from 1.4 Abv <br />