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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 built-ins beam <br /> M-6 Prepared by:JCR Date:4/17/14 <br /> Selection 4x 8 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.3 in2 R2=2.7 int (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.5 ft Reaction 1 LL 2093# Reaction 2 LL 1349# <br /> Beam Wt per ft 6.17# Reaction 1 TL 2710# Reaction 2 TL 1716# <br /> Bm Wt Included 34# Maximum V 2710# <br /> Max Moment 2647'# Max V(Reduced) 2374# <br /> TL Max Defl L/240 TL Actual Defl L/693 <br /> LL Max Defl L/360 LL Actual Defl L/986 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.10 0.07 <br /> Critical 27.15 19.78 0.28 0.18 <br /> Status OK OK OK OK <br /> Ratio 89% 78% 35% 37% <br /> Fb (psi) Fv(psi) E (psi x mil) Fci.(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:440 Uniform TL: 550 =A <br /> Point LL Point TL Distance <br /> 1022 B= 1367 0.75 <br /> Uniform Load A <br /> Pt loads: <br /> 0 — 0 <br /> R1 =2710 R2= 1716 <br /> SPAN =5.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> fv /2Y) <br />