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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Cornelsen Deck Bm <br /> D-01 Prepared by: KAD Date:9/19/19 <br /> Selection PT 6x 12 DF-L#1 Lu =0.0 Ft <br /> Conditions NDS 2015, Wet Use, Incised <br /> Min Bearing Area R1=9.4 in2 R2=9.4 in2 (2.0) DL Defl= 0.07 in <br /> Data Beam Span 11.0 ft Reaction 1 LL 3300# Reaction 2 LL 3300# <br /> Beam Wt per ft 15.37# Reaction 1 TL 3935# Reaction 2 TL 3935# <br /> Bm Wt Included 169# Maximum V 3935# <br /> Max Moment 10820'# Max V(Reduced) 3249# <br /> TL Max Deft L/240 TL Actual Defl L/512 <br /> LL Max Defl L/360 LL Actual Defl L/709 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 121.23 63.25 0.26 0.19 <br /> Critical 120.22 35.83 0.55 0.37 <br /> Status OK OK OK OK <br /> Ratio 99% 57% 47% 51% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc±(psi) <br /> Values Reference Values 1350 170 1.6 625 <br /> Adjusted Values 1080 136 1.5 419 <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 /> Loads Uniform LL:600 Uniform TL: 700 =A <br /> Uniform Load A <br /> R1 =3935 R2=3935 <br /> SPAN = 11 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />