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BeamChek v2017licensed to:DESIGN LINES Reg#2999-68383 <br /> Buchanan Addition 5' PATIO DR HDR <br /> M-04 Prepared by: RJB Date: 1/03/19 <br /> Selection 4x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015, Increasing Load <br /> Min Bearing Area R1= 1.0 in2 R2=2.1 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 380# Reaction 2 LL 759# <br /> Beam Wt per ft 4.68# Reaction 1 TL 650# Reaction 2 TL 1288# <br /> Bm Wt Included 25# Maximum V 1288# <br /> Max Moment 371 '# Max V(Reduced) 966# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.03 0.01 <br /> Critical 3.80 8.05 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 22% 42% 11% 8% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc L (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <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 Increasing LL= 1139 Increasing TL= 1914 <br /> R1 =650 R2= 1288 <br /> SPAN =5.25 FT <br /> The Increasing load is total pounds on the beam. Beam weight and any uniform load is PLF. <br />