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Design Lines, INC <br /> 425-353-0531 <br /> BeamChek v2013 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence great room window <br /> M-5 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= 1.7 int R2= 1.7 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 4.25 ft Reaction 1 LL 638# Reaction 2 LL 638# <br /> Beam Wt per ft 4.68 # Reaction 1 TL 1034# Reaction 2 TL 1034# <br /> Bm Wt Included 20 # Maximum V 1034# <br /> Max Moment 1099'# Max V (Reduced) 811 # <br /> TL Max Defl L/240 TL Actual Defl L/931 <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 0.05 0.03 <br /> Critical 11.27 6.76 0.21 0.14 <br /> Status OK OK OK OK <br /> Ratio 64% 35% 26% 20% <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:300 Uniform TL: 482 =A <br /> Uniform Load A <br /> R1 = 1034 R2 = 1034 <br /> SPAN =4.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> ly <br />