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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Pantry&Garage to Family Hdr <br /> 2.7 Prepared by:jfm Date: 7/01/24 <br /> Selection 4x 6 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=3.5 in R2= 3.5 in (1.5)DL Defl= 0.01 in <br /> Data Beam Span 3.0 ft Reaction 1 LL 1052# Reaction 2 LL 1052# <br /> Beam Wt per ft 4.68 # Reaction 1 TL 1426# Reaction 2 TL 1426# <br /> Bm Wt Included 14 # Maximum V 1426# <br /> Max Moment 1070'# Max V(Reduced) 990# <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 17.65 19.25 0.03 0.02 <br /> Critical 11.61 9.90 0.15 0.10 <br /> Status OK OK OK OK <br /> Ratio 66% 51% 21% 20% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc L (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <br /> Adiustments CF Size Factor 1.300 <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: 701 Uniform TL: 946 =A <br /> Uniform Load A <br /> R1 = 1426 R2= 1426 <br /> SPAN =3 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes Joists from Garage @ 381#LL/466#TL+8'floor @ 40#LL/50#TL+80DL <br />