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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2006 DINING ROOM <br /> B-6 Date: 9/13/13 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=3.9 in2 R2= 1.3 inz (1.5) DL Defl= 0.04 in <br /> - Data Beam Span 6.0 ft Reaction 1 LL 575# Reaction 2 LL 325# <br /> Beam Wt per ft 7.87 # Reaction 1 TL 2444# Reaction 2 TL 844# <br /> Bm Wt Included 47# Maximum V 2444# <br /> Max Moment 2135'# Max V(Reduced) 1944# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attribufes Section in3 Shear in2 TL Defl (in) LL Defl_ _ <br /> Actual 49.91 32.38 0.05 0.01 <br /> Critical 23.72 1620 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 48% 50% 17% 5% <br /> Fb (psi Fv psi) E(psi x mil Fc�( si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1200 <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 <br /> Point TL Distance Par Unif LL Par Unif TL Start End <br /> B= 1800 1.0 400 H =640 0 1.0 <br /> 100 I = 160 1.0 6.0 <br /> I <br /> 0 <br /> Pt loads: ❑B <br /> � 0 <br /> R1 =2444 R2=844 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />