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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Front Door Header <br /> 2.6 Prepared by:jfm Date: 7/01/24 <br /> Selection (2)2x 6 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=0.6 in R2=0.6 in (1.5)DL Defl= <0.01 in. <br /> Data Beam Span 3.5 ft Reaction 1 LL 131 # Reaction 2 LL 131 # <br /> Beam Wt per ft 4.01 # Reaction 1 TL 228# Reaction 2 TL 228# <br /> Bm Wt Included 14 # Maximum V 228# <br /> Max Moment 199'# Max V(Reduced) 168# <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 15.13 16.50 0.01 <0.01 <br /> Critical 2.16 1.68 0.18 0.12 <br /> Status OK OK OK OK <br /> Ratio 14% 10% 6% 4% <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: 75 Uniform TL: 126 =A <br /> Uniform Load A <br /> R1 =228 R2 =228 <br /> SPAN = 3.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes Wall Load (40#DL)+ 3'Contributing Roof Load (window above no main roof load) <br />