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CJ <br />� <br />` BeamChek v2014 licensed to: Design Lines, Inc. Reg # 2308-64256 <br />Weiss Deck Beam <br />F-01 Prepared by: KAD Date: 1 1/03/15 <br />Selection PT 4x 6 DF-L #2 Lu = 0.0 Ft <br />Conditions NDS 2012, Incised <br />Min Bearing Area R1= 1.0 inz R2= 1.0 in2 (1.5) DL Defl= 0.06 in <br />Data <br />Beam Span 8.0 ft Reaction 1 LL 480 # Reaction 2 LL 480 # <br />Beam Wt per ft 4.68 # Reaction 1 TL 619 # Reaction 2 TL 619 # <br />Bm Wt Included 37 # Maximum V 619 # <br />Max Moment 1237'# Max V(Reduced) 548 # <br />TL Max Defl L/ 240 TL Actual Defl L/ 447 <br />LL Max Defl L/ 360 LL Actual Defl L/ 641 <br />Attributes Section in3 Shear inz TL Defl in LL Defl <br />Actual 17.65 19.25 0.21 0.15 <br />Critical 15.86 5.71 0.40 0.27 <br />Status OK OK OK OK <br />Ratio 90% 30% 54% 56% <br />Fb ( si) Fv (psi E si x mil Fc I <br />Values Reference Values 900 180 1.6 625 <br />Ad'usted Values 936 144 1.5 625 <br />Adiustments 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: 120 Uniform TL: 150 = A <br />Uniform Load A <br />0 0 <br />R1 =619 R2=619 <br />SPAN = 8 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />Y3 <br />