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BeamChek v2014 licensed to:Design Lines, Inc Reg#2308-64256 <br /> Angersbach 4 Plex Joist Repair <br /> Mid Floor Ceiling Prepared by: JCR Date: 6/07/16 <br /> Selection (2) 2x 6 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012, Repetitive Use <br /> Min Bearing Area R1=0.6 in2 R2=0.6 inz (1.5) DL Defl= 0.10 in <br /> Data Beam Span 11.0 ft Reaction 1 LL 292# Reaction 2 LL 292# <br /> Beam Wt per ft 0# Reaction 1 TL 369# Reaction 2 TL 369# <br /> Bm Wt Included 0# Maximum V 369# <br /> Max Moment 1013'# Max V(Reduced) 338# <br /> TL Max Defl L/240 TL Actual Defl L/361 <br /> LL Max Defl L/360 LL Actual Defl L/504 <br /> Attributes Section (in3) Shear(inz) TL Defl (in) LL Defl <br /> Actual 15.13 16.50 0.37 026 <br /> Critical 9.04 2.81 0.55 0.37 <br /> Status OK OK OK OK <br /> Ratio 60% 17% 66°/o 71% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1346 180 1.6 625 <br /> Adiustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <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: 53 Uniform TL: 67 =A <br /> 12�P�-r ��r�� � ���rs <br /> � c��� o�� w�.��so <br /> Uniform Load A <br /> 0 0 <br /> R1 =369 R2=369 <br /> SPAN = 11 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> � <br /> ' �I�.� <br /> �.�- <br />