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. \ <br /> _ PLAN 2261 <br /> ' BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> _ PLAN 2261 BEDROOM THREE <br /> RB-1 Date: 10/04/13 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=2.4 inz R2=5.3 inz (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 851 # Reaction 2 LL 1906# j <br /> Beam Wt per ft 7.87# Reaction 1 TL 1499# Reaction 2 TL 3343# <br /> Bm Wt Included 39# Maximum V 3343# <br /> Max Moment 4221 '# Max V(Reduced) 2797# <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(inZ) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.05 0.02 <br /> Critical 46.90 23.31 0.25 0.17 � <br /> Status OK OK OK OK <br /> Ratio 94% 72% 21% 15% <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 /> Adiustments 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 LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 1750 B =3192 3.5 100 H = 160 0 3.5 <br /> 438 I = 700 3.5 5.0 <br /> I <br /> H <br /> Pt loads: ❑B <br /> 0 � <br /> R1 = 1499 R2 =3343 <br /> SPAN =5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />