Laserfiche WebLink
BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350-EV-2021 Bdrm#3 <br /> 1.1 Prepared by:jfm Date: 6/30/24 <br /> Selection (2)2x 10 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=5.1 in R2= 5.1 in (1.5)DL Defl= 0.03 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 1215# Reaction 2 LL 1215# <br /> Beam Wt per ft 6.74 # Reaction 1 TL 2057# Reaction 2 TL 2057# <br /> Bm Wt Included 35 # Maximum V 2057# <br /> Max Moment 2700'# Max V(Reduced) 1453# <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 42.78 27.75 0.06 0.03 <br /> Critical 34.66 14.53 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 1 81% 52% 24% 18% <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 LL: 463 Uniform TL: 777 =A <br /> Uniform Load A <br /> R1 =2057 R2=2057 <br /> SPAN =5.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes 18.5'Tributary @ 25#LL/42#TL <br />