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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Kahlor Deck Bm <br /> B-01 Prepared by: KAD Date:3/21/19 <br /> Selection PT 4x 8 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015, Incised <br /> Min Bearing Area R1=2.6 in2 R2=2.6 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 900# Reaction 2 LL 900# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1068# Reaction 2 TL 1068# <br /> Bm Wt Included 37# Maximum V 1068# <br /> Max Moment 1603'# Max V(Reduced) 853# <br /> TL Max Defl L/240 TL Actual Defl L/883 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.08 0.06 <br /> Critical 21.76 10.67 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 71% 42% 27% 32% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc I(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 884 120 1.2 405 <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 /> Ci Incised 0.80 0.80 0.95 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:300 Uniform TL: 350 =A <br /> Uniform Load A <br /> R1 = 1068 R2= 1068 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />