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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Cornelsen Deck Bm @a Lndg <br /> D-02 Prepared by: KAD Date:9/19/19 <br /> Selection PT 4x 6 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2015, Wet Use, Incised <br /> Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (2.0) DL Defl= <0.01 in. <br /> Data Beam Span 4.0 ft Reaction 1 LL 240# Reaction 2 LL 240# <br /> Beam Wt per ft 4.68# Reaction 1 TL 289# Reaction 2 TL 289# <br /> Bm Wt Included 19# Maximum V 289# <br /> Max Moment 289'# Max V(Reduced) 223# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.02 0.01 <br /> Critical 3.93 2.87 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 22% 15% 9% 10% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 884 116 1.1 271 <br /> Adjustments CF 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+Ci Incised 0.80 0.776 0.855 0.67 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 120 Uniform TL: 140 =A <br /> Uniform Load A <br /> R1 =289 R2=289 <br /> SPAN=4FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />