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• <br /> Design Lines,INC <br /> 425-353-0531 <br /> BeamChek v2013 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence front door <br /> M-4 Prepared by:JCR Date:4/17/14 <br /> Selection 4x 6 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.5 in2 R2= 1.5 in2 (1.5) DL Defl= 0.07 in <br /> Data Beam Span 5.75 ft Reaction 1 LL 472# Reaction 2 LL 472# <br /> Beam Wt per ft 4.68# Reaction 1 TL 922# Reaction 2 TL 922# <br /> Bm Wt Included 27# Maximum V 922# <br /> Max Moment 1325'# Max V(Reduced) 775# <br /> TL Max Defl L/240 TL Actual Defl L/547 <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 0.13 0.05 <br /> Critical 13.59 6.46 0.29 0.19 <br /> Status OK OK OK OK <br /> Ratio 77% 34% 44% 27% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc.i.(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <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 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: 164 Uniform TL: 316 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =922 R2=922 <br /> SPAN =5.75 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />