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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350-EV-2021 M/Suite <br /> 1.5 Prepared by:jfm Date: 6/30/24 <br /> Selection 6x 10 DF-L#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=4.6 in R2=4.6 in (1.5)DL Defl= 0.06 in <br /> Data Beam Span 7.25 ft Reaction 1 LL 1678# Reaction 2 LL 1678# <br /> Beam Wt per ft 12.7 # Reaction 1 TL 2863# Reaction 2 TL 2863# <br /> Bm Wt Included 92 # Maximum V 2863# <br /> Max Moment 5189'# Max V(Reduced) 2237# <br /> TL Max DO L/240 TL Actual Defl L/751 <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 82.73 52.25 0.12 0.06 <br /> Critical 71.16 19.74 0.36 0.24 <br /> Status OK OK OK OK <br /> Ratio 86% 38% 32% 23% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 875 170 1.3 625 <br /> Adjusted Values 875 170 1.3 625 <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: 463 Uniform TL: 777 =A <br /> Uniform Load A <br /> R1 =2863 R2=2863 <br /> SPAN =7.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes 18.5'Tributary @ 25#LL/42#TL <br />