Laserfiche WebLink
BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Crawl Space Beams(2 Floors) <br /> 3.2 Prepared by:jfm Date: 6/30/24 <br /> Selection 4x 8 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=5.2 in R2= 5.2 in (1.5)DL Defl= 0.01 in <br /> Data Beam Span 3.58 ft Reaction 1 LL 1432# Reaction 2 LL 1432# <br /> Beam Wt per ft 6.17 # Reaction 1 TL 2105# Reaction 2 TL 2105# <br /> Bm Wt Included 22 # Maximum V 2105# <br /> Max Moment 1884'# Max V(Reduced) 1395# <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 (in') Shear(in 2) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.03 0.02 <br /> Critical 20.46 13.95 0.18 0.12 <br /> Status OK OK OK OK <br /> Ratio 67% 55% 19% 17% <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 CIF 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: 800 Uniform TL: 1170 =A <br /> Uniform Load A <br /> R1 =2105 R2=2105 <br /> SPAN =3.58 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes Tributary 8' Floor(lower)+12'(upper)@ 40#LL/50#TL+17'wall load (2 floors) <br />