Laserfiche WebLink
. � ; � ! � <br /> BeamChek v2013 licensed fo:Plan One Reg#9077-2060 <br /> 2315 Cedar St Addition Floor <br /> Typ Floor Support Beam Prepared by:WMG Date: 1/06/16 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.7 inZ R2=2.7 inZ (1.5) DL Defl= 0.04 in <br /> Data Beam Span 6.75 ft Reaction 1 LL 1350# Reaction 2 LL 1350# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1708# Reaction 2 TL 1708# <br /> Bm Wt Included 42# Maximum V 1708# <br /> Max Moment 2883'# Max V(Reduced) 1403# <br /> TL Max Defl L/240 TLActual Defl L/552 <br /> LL Max Defl L/360 LL Actual Defl L/772 <br /> Attributes Section (in') Shear(inZ) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.15 0.10 <br /> Critical 29.57 11.69 0.34 0.23 <br /> Status OK OK OK OK <br /> Ratio 96% 46% 43% 47% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad usted Values 1170 180 1.6 625 <br /> Adiustments CF Size Factor 1.300 <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.G0 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:400 Uniform TL: 500 =A <br /> Uniform Load A __� <br /> —� <br /> 0 � <br /> R1 = 1708 R2 = 1708 <br /> SPAN =6.75 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> ,��.��j� <br /> � <br /> ��___._ <br />