Laserfiche WebLink
Design Lines,INC C t 404-9g <br /> 425-353-0531 <br /> BeamChek v2013 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence front deck beam (worst case) <br /> F-1 Prepared by:JCR Date:4/18/14 <br /> Selection 6x 10 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2012,Wet Use <br /> Min Bearing Area R1=4.0 in2 R2=4.0 in2 (2.0) DL Defl= 0.15 in <br /> Data Beam Span 13.5 ft Reaction 1 LL 810# Reaction 2 LL 810# <br /> Beam Wt per ft 12.7# Reaction 1 TL 1098# Reaction 2 TL 1098# <br /> Bm Wt Included 171 # Maximum V 1098# <br /> Max Moment 3706'# Max V(Reduced) 969# <br /> TL Max Defl L/240 TL Actual Defl L/457 <br /> LL Max Defl L/360 LL Actual Defl L/782 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 82.73 52.25 0.35 0.21 <br /> Critical 65.89 10.39 0.68 0.45 <br /> Status OK OK OK OK <br /> Ratio 80% 20% 53% 46% <br /> Fb(psi) Fv (psi) E(psi x mil) Fci_(psi) <br /> Values Reference Values 675 140 1.1 405 <br /> Adjusted Values 675 140 1.1 271 <br /> Adjustments CF Size Factor 1.000 <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 0.67 <br /> CI Stability 1.0000 Rb=0.00 Le = 0.00 Ft <br /> Loads Uniform LL: 120 Uniform TL: 150 =A <br /> Uniform Load A <br /> R1 = 1098 R2= 1098 <br /> SPAN= 13.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> V � <br />