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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Scanlon Deck Beam <br /> D-01 Prepared by:KAD Date: 10/13/16 <br /> Selection PT 4x 12 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012,Incised <br /> Min Bearing Area R1=3.9 int R2=3.9 inz (1.5) DL Defl= 0.03 in <br /> Data Beam Span 9.0 ft Reaction 1 LL 1215# Reaction 2 LL 1215# <br /> Beam Wt per ft 9.57# Reaction 1 TL 1562# Reaction 2 TL 1562# <br /> Bm Wt Included 86# Maximum V 1562# <br /> Max Moment 3514'4 Max V(Reduced) 1236# <br /> TL Max Defl L/240 TL Actual Defl L/975 <br /> LL Max DO L/360 LL Actual Defl L/>1000 <br /> Attributes Section W) Shear(int) TL DO(in) LL Defl <br /> Actual 73.83 39.38 0.11 0.08 <br /> Critical 56.38 15.46 0.45 0.30 <br /> Status OK OK OK OK <br /> Ratio 76% 39% 25% 26% <br /> Fb psi Fv(psi) E(psi x mil Fc psi <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 748 120 1.2 405 <br /> Adjustments CF Size Factor 1.100 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:270 Uniform TL:338 =A <br /> Uniform Load A <br /> Q Q <br /> R1 =1562 R2= 1562 <br /> SPAN =9 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> I <br />