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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 crawl beam under great rm <br /> F-2 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=2.0 inz R2=2.0 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 7.0 ft Reaction 1 LL 980# Reaction 2 LL 980# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1247# Reaction 2 TL 1247# <br /> Bm Wt Included 43# Maximum V 1247# <br /> Max Moment 2182'# Max V(Reduced) 1031 # <br /> TL Max Defl L/240 TL Actual Defl L/703 <br /> LL Max Def I L/360 LL Actual Defl L/989 <br /> Attributes Section (in3) Shear(inz) TL Defl (in) LL Defl -- <br /> Actual 30.66 25.38 0.12 0.08 <br /> Critical 22.37 8.59 0.35 0.23 <br /> Status OK OK OK OK <br /> Ratio 73% 34% 34% 36% <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:280 Uniform TL: 350 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 = 1247 R2= 1247 <br /> SPAN =7 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> �. 6 <br />