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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 kitchen window <br /> M-9 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=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.05 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 68# Reaction 2 LL 68# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 333# Reaction 2 TL 333# <br /> Bm Wt Included 21 # Maximum V 333# <br /> Max Moment 438'# Max V(Reduced) 275# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 15.13 16.50 0.06 <0.01 <br /> Critical 4.75 2.75 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 31% 17% 21% 5% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc I(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 /> Uniform Load A <br /> R1 =333 R2=333 <br /> SPAN =5.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> // <br />