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BeamChek v2016 licensed to:Creative Comfort Reg#104-61 <br /> Sisk Residence Porch: Rafters <br /> MF RFTR-0-01 Prepared by:VED II Date: 1/03/18 <br /> Selection PT 2x 6 HF#2 @ 24 in oc Lu=0.0 Ft Lu @OH=1.5 Ft <br /> Conditions NDS 2015, Overhang, Repetitive Use, Incised, DL adj:6:12 pitch <br /> Min Bearing Area R1=0.7 in2 R2=1.1 in2 (1.5) DL Defl= 0.10 in. <br /> Data Beam Span 7.0 ft Reaction 1 LL 167# Reaction 2 LL 258# <br /> Beam Wt per ft 2.24# Reaction 1 TL 286# Reaction 2 TL 443# <br /> Bm Wt Included 19# Maximum V 314# Overhang Length 1.5 ft <br /> Max Moment 478'# Max V(Reduced) N/A Total Beam Length 8.5 ft <br /> TL Max Defl L/240 TL Actual Defl L/435 OH TL Actual Defl L/263 <br /> LL Max Defl L/360 LL Actual Defl L/901 OH LL Actual Defl L/542 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl OH TL Defl OH LL Defl <br /> Actual 7.56 8.25 0.19 0.09 -0.14 -0.07 <br /> Critical 5.68 3.93 0.35 0.23 0.15 0.10 <br /> Status OK OK OK OK OK OK <br /> Ratio 75% 48% 55% 40% 91% 66% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values I Reference Values 850 150 1.3 405 <br /> Adjusted Values 1010 120 1.2 405 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Ci Incised 0.80 0.80 0.95 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> CI Stability @ OH 0.9939 Rb=7.65 Le=2.00 Ft <br /> Loads Uniform LL: 50 Uniform TL: 84 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> 50 K=84 (OH) 0 1.5 <br /> Uniform Load A K <br /> I . <br /> R1 =286 R2=443 <br /> BACKSPAN=7 FT OH= 1.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br />