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BeamChek v2017 licensed to:DESIGN LINES Reg#2999-68383 <br /> Buchanan Addition 6'WINDOW HDR <br /> M-03 Prepared by: RJB Date: 1/18/19 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.2 in2 R2=4.1 in2 (1.5) DL Defl= 0.04 in <br /> Data Beam Span 6.25 ft Reaction 1 LL 821 # Reaction 2 LL 1513# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1403# Reaction 2 TL 2565# <br /> Bm Wt Included 49# Maximum V 2565# <br /> Max Moment 3658'# Max V(Reduced) 2057# <br /> TL Max Defl L/240 TL Actual Defl L/953 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attnbutes Section (ins) Shear(in2) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.08 0.04 <br /> Critical 40.64 17.14 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 81% 53% 25% 18% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc i(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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 <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 950 B= 1596 4.38 150 H=252 0 4.38 <br /> 388 I=651 4.38 6.25 <br /> H <br /> Pt loads. <br /> R1 = 1403 R2=2565 <br /> SPAN =6.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />