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i <br /> I � <br /> _ _ BeamChek v2013 licensed fo:Design Lines, !nc Reg#2308-64256 <br /> Logan <br /> deck roof beam Date: 6/25/14 <br /> Selection 4x 6 DF-L#2 Lu = 0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.2 inz R2= 1.2 in2 (1.5) DL Defl= 0.15 in <br /> Data Beam Span 9.0 ft Reaction 1 LL 531 # Reaction 2 LL 531 # <br /> Beam Wt per ft 4.68 # Reaction 1 TL 764# Reaction 2 TL 764# <br /> Bm Wt Included 42# Maximum V 764# <br /> Max Moment 1718'# Max V(Reduced) 686# <br /> TL Max Defl L/240 TL Actual Defl L/291 <br /> LL Max Defl L 1360 LL Actual Defl L/482 <br /> Aftnbutes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.37 0.22 <br /> Critical 15.32 4.97 0.45 0.30 <br /> Status OK OK OK OK <br /> Ratio 87% 26% 82% 75% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1346 207 1.6 625 <br /> Adiustments CF Size Factor 1.300 <br /> Cd Duration 1.15 1.15 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 118 Uniform TL: 165 =A <br /> Uniform Load A <br /> � � <br /> R1 = 764 p�� <br /> SPAN =9 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> 7 � <br />