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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 dining room doors <br /> M-8 Prepared by:JCR Date:4/17/14 <br /> Selection (2)2x 6 HF#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= 0.13 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 216# Reaction 2 LL 216# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 607# Reaction 2 TL 607# <br /> Bm Wt Included 26 # Maximum V 607# <br /> Max Moment 816'# Max V(Reduced) 549# <br /> TL Max Defl L/240 TL Actual Defl L/473 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (ins) Shear(int) TL Defl (in) LL Defl <br /> Actual 15.13 16.50 0.16 0.04 <br /> Critical 8.86 5.49 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 59% 33% 51% 18% <br /> Fb(psi) Fv(psi) E(psi x mil) Fe!(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <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:26 Uniform TL: 123 =A <br /> Point LL Point TL Distance <br /> 131 B= 194 0.75 <br /> 131 C= 194 5.75 <br /> Uniform Load A <br /> Pt loads: B C <br /> R1 =607 R2=607 <br /> SPAN =6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />