Laserfiche WebLink
. . <br /> _ _ BeamChek v2013 licensed to:Design Lines, Inc Reg#2308-64256 <br /> Logan <br /> deck beam Date:6/25/14 <br /> Selection I 4x 8 HF#2 Lu =0.0 Ft <br /> Condrtions NDS 2012 <br /> Min Bearing Area R1=2.6 inZ R2=2.6 inz (1.5) DL Defl= 0.08 in <br /> Data Beam Span 9.0 ft Reaction 1 LL 810# Reaction 2 LL 810# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1040# Reaction 2 TL 1040# <br /> Bm Wt Included 55# Maximum V 1040# <br /> Max Moment 2341 '# Max V(Reduced) 901 # <br /> TL Max Defl L/180 TL Actual Defl L/412 <br /> LL Max Defl L/240 LL Actuaf Defl L/588 <br /> Attributes Section (in3) Shear(inz) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 026 0.18 <br /> Critical 25.42 9.01 0.60 0.45 <br /> Status OK OK OK OK <br /> Ratio 83% 35% 44% 41% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc I (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Ad�usted Values 1105 150 1.3 405 <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: 180 Uniform TL: 225 =A <br /> Uniform Load A —� <br /> R1�40 � <br /> R2 = 1040 <br /> SPAN =9 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />