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Design Lines, INC <br /> 425-353-0531 <br /> BeamChek v20 13 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence crawl beam under bearing wall <br /> F-3 Prepared by:JCR Date:4/18/14 <br /> Selection 4x 8 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.1 int R2=2.1 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.5 ft Reaction 1 LL 1045# Reaction 2 LL 1045# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1323# Reaction 2 TL 1323# <br /> Bm Wt Included 34# Maximum V 1323# <br /> Max Moment 1819'# Max V(Reduced) 1033# <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 30.66 25.38 0.06 0.04 <br /> Critical 18.66 8.60 0.28 0.18 <br /> Status OK OK OK OK <br /> Ratio 61% 34% 22% 24% <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:380 Uniform TL: 475 =A <br /> Uniform Load A <br /> R1 = 1323 R2= 1323 <br /> SPAN =5.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> t,{ <br /> 3l � <br />