Laserfiche WebLink
BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Adkins 20 x 24 Garage Garage Man Door Header <br /> M-02 Prepared by: DP Date: 10/22/15 <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.8 int R2= 1.8 inz (1.5) DL Defl= 0.01 in <br /> Data [Bm <br /> am Span 3.5 ft Reaction 1 LL 525# Reaction 2 LL <br /> 525# <br /> am Wt per ft 4.01 # Reaction 1 TL 742# Reaction 2 TL 742# <br /> Wt Included 14 # Maximum V 742# <br /> x Moment 649'# Max V(Reduced) 548# <br /> Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max DO L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in 3) Shear int) TL Defl in LL Defl <br /> Actual 15.13 16.50 0.03 0.02 <br /> Critical 7.05 5.48 0.18 0.12 <br /> Status OK OK OK OK <br /> Ratio 47% 33% 17% 16% <br /> Fb(psi) Fv(psi) E psi x mil).. Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <br /> Adjustments 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:300 Uniform TL: 420 =A <br /> Uniform Load A <br /> 1 <br /> R742 <br /> R2=742 <br /> SPAN=3.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />