Laserfiche WebLink
. . • � <br /> BeamChek v2013 licensed to:Plan One Reg#9077-2060 <br /> 2315 Cedar St Dining Room <br /> Sldg GL Door Header Prepared by VVMG 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 in2 R2=2 7 inz (1.5} DL Defl= 0.07 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 1056# Reaction 2 LL 1056# <br /> Beam Wt per ft 6.17# Reaction 1 T� 1710# Reaction 2 TL 1710# <br /> Bm Wt Included 40# Maximum V 1?10# <br /> Max Moment 2779'# N1ax V(Reduced) 1392# <br /> TL Max Defl L/240 TL Actual Defl L/552 <br /> LL Max Defl L/360 LL Actual Defl L/>100U <br /> Attri6utes Section (in') Shear(inZ) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.14 0.07 <br /> Critical 28.50 11.60 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 93% 46% 43% 34% <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 Unifo�m LL: 325 Uniform TL: 520 =A <br /> �_ Uniform Load A __� <br /> �— – -- ----__—__—� <br /> � � <br /> R1 = 1710 R2 = '171Q <br /> SPAN =6.5FT <br /> Uniform and partial ur.iferin loads are Ibs per lineal ft. <br /> , � �, <br /> l <br />