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i3eamChek v20f 6 licensed to: Reg# <br /> Vandeputte,Mary-Orono,Mn Bearing Wail Replacement <br /> LL Beam-Fir Load ONLY Prepared by:WL Date:4118117 <br /> Selection W Ox 21 50 ksi Wide Flange Steel Lateral Support Le=4.7 ft max. <br /> Con0ans Actual Size is 5-114 x 8-114 in. <br /> Min Bearing Length R1=0.8 in. R2=0.8 in. (1.0)DL Defl= 0.17 in Recom Cambe—0.25 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 4800# Reaction 2 LL 4800# <br /> Beam Wt per ft 21.0# Reaction 1 TL 6768# Reaction 2 TL 6768# <br /> Bm Wt Included 336# Maximum V 6768# <br /> Max Moment 27072'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Deft L/337 <br /> LL Max Dell 1-1360 LL Actual Defl 1-1475 <br /> A trr u s Section W Shear(ina) TL Defl(in) LL Deft <br /> Actual 18.20 2.07 0.57 0,40 <br /> Critical 9.84 0.34 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 54% 16% 71% 76% <br /> Fb(psi) Fv(psi) E(psi x mil <br /> Values Ref.Value Fy 50000 50000 29.0 <br /> Adjusted Values 33000 20000 29.0 <br /> Adjustments YP Factor, Lc 0.66 0.40 <br /> Loads Uniform LL:600 Uniform TL: 825 =A <br /> [— Uniform Load A <br /> R1 =6768 R2=6768 <br /> SPAN= 16 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> !dotes -W8 x21 is the minumium beam required to meet code. I would highly recommend using <br /> a W8 x 31 as this will minimize the deflection to less than 1/4"accross the span <br /> in tum reducing the vibration and"bounce"often associated with using minimal <br /> size beams. <br /> -Beam must be mechanically fastened to floor joists every 16" <br /> -Post and footing information seperate <br /> ......_..__. ... .. .._ <br />