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BeamChek V2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Adkins 20 x 24 Garage Garage Door Header <br /> M-01 Prepared by: DP Date: 10/22/15 <br /> Selection 3-1/2x 12 1.8E RB Rosboro X-Beam GLB Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.0 int R2=2.0 inz (1.5) DL Defl= 0.23 in <br /> Data [Beam <br /> am Span 16.5 ft Reaction 1 LL 619# Reaction 2 LL 619# <br /> Wt per ft 10.21 # Reaction 1 TL 1280# Reaction 2 TL 1280# <br /> m Wt Included 168 # Maximum V 1280# <br /> x Moment 5282'# Max V(Reduced) 1125# <br /> Max Defl L/240 TL Actual Defl L/543 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear inz TL Defl in LL Defl <br /> Actual 84.00 42.00 0.36 0.14 <br /> Critical 26.41 6.37 0.83 0.55 <br /> Status OK OK OK OK <br /> Ratio 31% 15% 44% 25% <br /> Fb (psi) Fv(psi) E (psi x mil Fc (psi) <br /> Values Reference Values 2400 265 1.8 650 <br /> Adjusted Values 2400 265 1.8 650 <br /> Adjustments Cv Volume 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 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:75 Uniform TL: 105 =A <br /> Par Unif TL Start End <br /> H=40 0 16.5 <br /> H <br /> Uniform Load A <br /> 0 0 <br /> R1 = 1280 R2= 1280 <br /> SPAN = 16.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> Notes Header to extend full width of garage <br />