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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Back Porch <br /> 2.13 Prepared by:jfm Date: 7/01/24 <br /> Selection 6x 12 DF-L#2 Lu = 0.0 Ft Lu @OH =0.0 Ft <br /> Conditions NDS 2018, Overhang <br /> Min Bearing Area R1=4.2 in R2= 5.7 in (1.5)DL Defl= 0.18 in. <br /> Data Beam Span 13.0 ft Reaction 1 LL 1510# Reaction 2 LL 2060# <br /> Beam Wt per ft 15.37 # Reaction 1 TL 2630# Reaction 2 TL 3586# <br /> Bm Wt Included 231 # Maximum V 2757# Overhang Length 2.0 ft <br /> Max Moment 8340'# Max V(Reduced) 2360# Total Beam Length 15.0 ft <br /> TL Max Defl L/240 TL Actual Defl L/465 OH TL Actual Defl L/283 <br /> LL Max Defl L/360 LL Actual Defl L/983 OH LL Actual Defl L/595 <br /> Attributes Section (in3) Shear(in 2) TL Defl (in) LL Defl OH TL Defl OH LL Defl <br /> Actual 121.23 63.25 0.34 0.16 -0.17 -0.08 <br /> Critical 114.38 20.82 0.65 0.43 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 94% 33% 52% 37% 85% 61% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc L (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 /> Cl Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 238 Uniform TL: 399 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> 238 K= 399 (OH) 0 2.0 <br /> Uniform Load A I K <br /> R1 =2630 R2=3586 <br /> BACKSPAN = 13 FT OH =2 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br /> Notes 9.5'Contributing Roof Load @ 25#LL/42#TL <br />