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S <br /> . i • � <br /> BeamChek v2013 licensed to:Plan One Reg#9077-2060 <br /> 2315 Cedar St Living Room <br /> Ceiling Beam Prepared by:WMG Date: 1/06/16 <br /> Selection 5-1/4x 16 2.OE TJ Parallam W.S.PSL Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=8.8 inz R2= 8.8 inz (1.5j DL Defl= 0.43 in <br /> Data Beam Span 17.75 ft Reaction 1 LL 2663# Reaction 2 LL 2663# <br /> Beam Wt per ft 26.25# Reaction 1 TL 6623# Reaction 2 TL 6623# <br /> Bm Wt Included 466# Maximum V 6623# <br /> Max Moment 29389'# Max V(Reduced) 5628# <br /> TL Max Defl L/240 TL Actual Defl L/346 <br /> LL Max Defl L/360 LLActual Defl L/>1000 <br /> Attrrbutes Section (in') Shear(inZ) TL Defl (in) LL Defl <br /> Actual 224.00 84.00 0.62 0.19 <br /> Critical 125.56 29.11 0.89 0.59 <br /> Status OK OK OK OK <br /> Ratio 56% 35% 69°/o 32% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc�(psi) <br /> Values Reference Values 2900 290 2.0 750 <br /> Ad�usted Values 2809 29U 2.0 750 <br /> Adiusfinents CF Size Factor 0.969 <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 L.�: 30C Uniform TL: 480 =A <br /> � Par Unif TL Start End <br /> H=7.40 7 17.75 <br /> H---- - � <br /> Uniform Load A _� <br /> � -- <br /> 0 0 <br /> R1 =6623 R2 =6623 <br /> SPAN = 17.75 FT <br /> Uniform and partial uniforrn ioads are Ibs per;ineaf ft. <br /> � /� <br /> �'� <br /> _.i' <br />