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f I • <br /> r, Three Nail'Designs <br /> 425-51Z-3061D <br /> BeamChek v2020 licensed to:Three wait Pesi9ns .Reg#E3-551-raF�33 <br /> Kincs 6iarac)e <br /> 'IV Poor 'Prepared Imo{:. wi-I Pate:5/05/21 <br /> Selection 5-1I4x 11-7/$ 2.Di;TJ Paraliani WS.7SL Lu=0.0 Ft <br /> Conditions NPS 2015 <br /> Min Bearing Area R1=3.5 imp- "R2=3.5'viz (1.5)PL Pefl= O.Zq hi <br /> Pates Beaten Span 1(v.0 ft Reaction 1 LL 2300# Reaction 2 LL 2300# <br /> Beaten wt per ft 14.4E# `Reaction 1 TL 353(9# "Reaction 2 TL 383%n# <br /> Bvn wt Incladed 312# tMaxivnavn V 383G# <br /> Max Wlovnent 15343'# Max V(Reduced) 33(n1# <br /> TL Wtax Pefl L/240 TL Actual Pefl L/332 <br /> LL Max Pefl L/36,0 LL Actual Pefi L I( 5 <br /> 74ttrib tt-es Section 00) Shear(inz) TL Pefl(hi) LL Pefl <br /> Actual 123.3' (v2.34 0.55 0.261 <br /> Critical 51.0R 11.20 0.50 0.53 <br /> Status OK OK OK OK <br /> Ratio 41°70 15°70 72270 54°70 <br /> fl (psi) fv(psi) E(psi x mil) fc I(psi) <br /> Va/aes 'Reference Values 3(900 450 2.0 1100 <br /> Adjusted Values 3(o04 450 2.0 1100 <br /> {fdustments Cf Site factor 1.001 <br /> C.d Paration 1.OD 1.00 <br /> Cr-Repetitive 1.00 <br /> On Shear Stress N/A <br /> an Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 "Rb=0.00 Le=ODD Ft <br /> Loads Uniforvn LL: 255 Uniforvn TL: 4(PO =A <br /> Uniform Load A <br /> R1 =3536, RZ=3834, <br /> SPAN =14,Fr <br /> Uniform and partial anifortm loads are Ibs per lineal ft. <br />