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1 <br /> Design Lines,INC <br /> 425-353-0531 <br /> BeamChek v2013 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence bedroom windows <br /> U-1 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=0.5 in2 R2=0.5 in2 (1.5) DL Defl= 0.01 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 131 # Reaction 2 LL 131 # <br /> Beam Wt per ft 4.01 # Reaction 1 TL 194# Reaction 2 TL 194# <br /> Bm Wt Included 21 # Maximum V 194# <br /> Max Moment 255'# Max V(Reduced) 160# <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 Def I <br /> Actual 15.13 16.50 0.03 0.02 <br /> Critical 2.77 1.60 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 18% 10% 10% 9% <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:50 Uniform TL: 70 =A <br /> Uniform Load A <br /> R1 = 194 R2=194 <br /> SPAN = 5.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />