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l ' � � -- <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308=E4256 <br /> White Bearing Wall Qa Kitchen <br /> g-pg Prepared by: KAD Date: 2/24/16 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.5 inz R2=3.5 inz (1.5) DL Defl= 0.03 in <br /> Data Beam Span 7.25 ft Reaction 1 LL 1740# Reaction 2 LL 1740# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2204# Reaction 2 TL 2204# <br /> ,� Bm Wt Included 57# Maximum V 2204# <br /> �;�� Max Moment 3994'# Max V(Reduced) 1735# <br /> TL Max Defl L/240 TL Actual Defl L/771 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) _ TL Defl (in) LL Defl <br /> -- - --_-- <br /> Actual 49.91 32.38 0.11 0.08 <br /> Critical 44.38 14.46 0.36 0.24 <br /> Status OK OK OK OK <br /> Ratio 89% 45% 31% 33% <br /> Fb (psi) Fv( si) E (psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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:480 Uniform TL: 600 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =2204 R2=2204 <br /> SPAN =7.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> � <br /> � � <br />