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BeamChek v2020 licensed to:DN Hannam/Port Gardner Architects Reg#2999-68560 <br /> Abraham Garage add 6 ft 2 opening <br /> Date:7/31/23 <br /> Selection 4x 10 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=5.2 in R2=5.2 in (1.5)DL Defl= 0.04 in <br /> Data Beam Span 6.17 ft Reaction 1 LL 1310# Reaction 2 LL 1310# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2121 # Reaction 2 TL 2121 # <br /> Brn Wt Included 49# Maximum V 2121 # <br /> Max Moment 3270 W Max V(Reduced) 1591 # <br /> TL Max Defl L/240 TL Actual Deft L/834 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in' Shear in2 TL Deft in LL Defl <br /> Actual 49.91 32.38 0.09 0.05 <br /> Critical 3 8.47 15.91 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 77% 49% 29% 22% <br /> Fb psi Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Ad'usted Values 1020 150 1.3 405 <br /> Adiustments CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1-00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le= 0.00 Ft <br /> Loads Uniform LL:425 Uniform TL: 680 =A <br /> Uniform Load A <br /> R1 =2121 R2=2121 <br /> SPAN =6.167 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />