Laserfiche WebLink
, � - • <br /> • , � <br /> BeamChek v2013 licensed to:Plan One Reg#9077-2060 <br /> 2315 Cedar St Deck <br /> Typ Deck 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= 1.3 inZ R2= 1.3 in2 (1.5) DL Defl= 0.04 in <br /> Data Beam Span 8.5 ft Reaction 1 L� 638# Reaction 2 LL 638# <br /> Beam Wt per ft 6.17# Reaction 1 TL 823# Reaction 2 TL 823# <br /> Bm Wt Included 52# Maximum V 823# <br /> Max Moment 1749'# Max V(Reduced) 706# <br /> TL Max Defl L/240 TL Actual Defl L/718 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attri6utes Section (in') Shear(inZ) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.14 0.10 <br /> Critical 17.94 5.88 0.43 0.28 <br /> Status OK OK OK OK <br /> Ratio 59% 23% 33% 35% <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 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 150 Uniform TL: 188 =A <br /> Uniform Load A � <br /> � --- � <br /> R1 =823 R2=823 <br /> SPAN =8.5 FT <br /> Uniform and partiai uniform loads are Ibs per lineal ft. <br /> J � <br /> ��� ( � <br /> , �/ <br /> / <br />