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Y <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Adkins 20 x 24 Garage Garage Window Header <br /> M-03 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=2.2 int R2=2.2 int (1.5) DL Defl= 0.03 in <br /> Data Beam Span 4.25 ft Reaction i LL 638# Reaction 2 LL 638# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 901 # Reaction 2 TL 901 # <br /> Bm Wt Included 17 # Maximum V 901 # <br /> Max Moment 957'# Max V(Reduced) 707# <br /> TL Max Defl L/240 TL Actual Defl L/774 <br /> LL Max DO L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3 Shear int TL DO in LL DO <br /> Actual 15.13 16.50 0.07 0.04 <br /> Critical 10.40 7.07 0.21 0.14 <br /> Status OK OK OK OK <br /> Ratio 69% 43% 31% 29% <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 /> 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:300 Uniform TL: 420 =A <br /> Uniform Load A <br /> R1 -901 <br /> R2=901 <br /> SPAN=4.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />