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PLAN 2006 <br /> BeamChek v2011 licensed fo:Michael Johnson Reg# 7992-66428 <br /> PLAN 2006 NOOK <br /> B-2 Date: 9/13/13 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1= 3.0 inz R2=3.0 in2 (1.5) DL Defl= 0.02 in <br /> • Data Beam Span 6.0 ft Reaction 1 LL 1380# Reaction 2 LL 1380# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1854# Reaction 2 TL 1854# <br /> Bm Wt Included 47# Maximum V 1854# <br /> Max Moment 2780'# Max V(Reduced) 1377# <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 49.91 32.38 0.05 0.04 <br /> Critical 30.89 11.48 0.30 020 <br /> Status OK OK OK OK <br /> Ratio 62% 35% 18% 18% <br /> Fb(psi) Fv(psi) 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:460 Uniform TL: 610 =A <br /> Uniform Load A <br /> 0 � <br /> R1 = 1854 R2 = 1854 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />