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POE Fuel Float Piling <br /> SMS <br /> 3/13/2023 <br /> Consulting Engineers <br /> POE Float Guide Piling <br /> Flexural Capacity(AISC Sect. F8) <br /> For round HSS having D/t ratios of less than 0.45E/Fy <br /> General <br /> (Pb 0.90 Resistance Factor for Flexure <br /> D/t 36.00 in/in Width-to-Thickness Ratio <br /> Limit 0.45E/Fy 217.50 ksi/ksi Solution Applicability OK <br /> Yielding <br /> Z 153.17 in' Plastic Section Modulus <br /> MP= Fy*Z 9190.00 kip-in Plastic Moment Capacity <br /> Local Buckling <br /> Limit 0.07E/Fy 33.83 ksi/ksi Compact Section Limit <br /> Limit 0.31E/Fy 149.83 ksi/ksi Noncompact Section Limit NONCOMPACT <br /> S 117.02 in' Elastic Section Modulus <br /> Mn = (0.021E/(D/t)+Fy)*S 9000.70 kip-in Noncompact Flexural Strength <br /> Fcr= 0.33E/(D/t) 265.83 ksi Critial Stress <br /> Mn = Fcr*S NA kip-in Slender Flexural Strength <br /> Mn 9000.70 kip-in Applicable LB Strength <br /> Mn = min{Yielding, LB} 9000.70 kip-in Nominal Flexural Strength <br /> (Pb*Mn 8100.63 kip-in Factored Flexural Strength <br /> Tension Capacity(AISC Sect. D) <br /> General <br /> (Pty 0.9 Resistance Factor for Tension Yielding <br /> (Ptr 0.75 Resistance Factor for Tension Rupture <br /> Yielding in Gross Section <br /> Pry= Fy*Ag 1649.34 kip Tensile Strength for Yielding <br /> (Pty*Pry 1484.40 Factored Strength for Yielding <br /> C:\Users\sstory\Desktop\2017.04.18 Pile Strength Check-Pile Row A.S.xls Page 2 <br />