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POE Fuel Float Piling <br /> SMS <br /> 3/13/2023 <br /> Consulting Engineers <br /> POE Float Guide Piling <br /> References: 1. AISC Steel Construction Manual <br /> Input <br /> Section Properties <br /> D 18.00 in Outside Pile Diamter <br /> t 0.50 in Wall Thickness <br /> L 677.80 in Unbraced Length <br /> 1 1053.17 in4 Moment of Inertia <br /> A 27.49 in' Cross-Section Area <br /> r 6.19 in Radius of Gyration <br /> E 29000.00 ksi Elastic Modulus <br /> Fy 60.00 ksi Yield Strength,ASTM 252 Gr 3 <br /> F, 70.00 ksi Ultimate Strength,ASTM 252 Gr 3 <br /> Design Compressive Strength, d),P„ (AISC Sect. E) <br /> Valid for members without slender elements <br /> General <br /> (PC 0.90 Resistance Factor for Compression <br /> Slenderness <br /> D/t 36.00 in/in Width-to-Thickness Ratio <br /> Limit 0.11E/Fy 53.17 ksi/ksi Limiting Slenderness Ratio NONSLENDER <br /> K 2.10 Effective Length Factor <br /> KL/r 229.96 in/in Effective Slenderness Ratio <br /> Flexural Buckling <br /> Fe=7r'E/(KL/r)z 5.41 ksi Elastic Buckling Stress <br /> Limit 4.71*sgrt(E/Fy) 103.55 in Critical Stress Case Use Case(b) <br /> Fcr= 0.658^(Fy/Fe)*Fy 0.58 ksi Critical Stress Case (a) <br /> Fcr= 0.877*Fe 4.75 ksi Critical Stress Case (b) APPLIES <br /> Pn = Fcr*Ag 130.48 kip Nominal Compressive Strength <br /> (PC*Pn 117.43 kip Factored Compressive Strength <br /> C:\Users\sstory\Desktop\2017.04.18 Pile Strength Check-Pile Row A.5.x1s Page 1 <br />