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PLAN 2006 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2006 DINING ROOM <br /> B-5 Date: 9/13/13 <br /> . Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1= 3.5 in2 R2=0.9 inZ (1.5) DL Defl= 0.06 in <br /> ' Data Beam Span 7.5 ft Reaction 1 LL 1040# Reaction 2 LL 260# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2195# Reaction 2 TL 571 # <br /> Bm Wt Included 59 # Maximum V 2195# <br /> Max Moment 3304'# Max V(Reduced) 2189# <br /> TL Max Defl L/240 TL Actual Defl L/987 <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 0.09 0.03 <br /> Critical 36.71 18.24 0.38 025 <br /> Status OK OK OK OK <br /> Ratio 74% 56°/o 24°/o 14% <br /> Fb ( si Fv(psi) E si x mil Fc� si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 1080 180 1.6 625 <br /> Adiustments 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 <br /> Point LL Point TL Distance <br /> . 1300 B =2707 1.5 <br /> Pt loads: ❑B <br /> 0 0 <br /> R1 =2195 R2=571 <br /> SPAN =7.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />