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CREATIVE COMFORT <br /> Precision & Grace <br /> BeamChek v2017 licensed to:Creative Comfort Reg#104-61 <br /> Sisk Residence Main Floor Patio: Beam <br /> MF BM-01 Prepared by:VED II Date:8/13/18 <br /> Selection PT 6x 10 DF-L#2 Lu=0.0 Ft Lu @OH=2.0 Ft <br /> Conditions NDS 2015, Overhang,Wet Use, Incised <br /> Min Bearing Area R1=4.6 in2 R2=6.9 in2 (2.0) DL Defl= 0.11 in. <br /> Data Beam Span 10.17 ft Reaction 1 LL 1369# Reaction 2 LL 2039# <br /> Beam Wt per ft 12.7# Reaction 1 TL 1944# Reaction 2 TL 2896# <br /> Bm Wt Included 155# Maximum V 2100# Overhang Length 2.0 ft <br /> Max Moment 4748'# Max V(Reduced) N/A Total Beam Length 12.17 ft <br /> TL Max Defl L/240 TL Actual Defl L/528 OH TL Actual Defl L/320 <br /> LL Max Defl L/360 LL Actual Defl L/972 OH LL Actual Defl L/585 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl OH TL Defl OH LL Defl <br /> Actual 82.73 52.25 0.23 0.13 -0.15 -0.08 <br /> Critical 81.45 23.17 0.51 0.34 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 98% 44% 45% 37% 75% 62% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 875 170 1.3 625 <br /> Adjusted Values 700 136 1.2 419 <br /> Adjustments CF 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+Ci Incised 0.80 0.80 0.95 0.67 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> CI Stability @ OH 0.9993 Rb=3.17 Le=2.66 Ft <br /> Loads Uniform LL:280 Uniform TL: 385 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> 280 K=385 (OH) 0 2.0 <br /> Uniform Load A K <br /> 0 <br /> R1 = 1944 R2=2896 <br /> BACKSPAN= 10.17 FT OH=2 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br />