pile shortening

Effective length has been taken to mid of embeddment Top of pil 4.12 Elevation Seabed -13 Pile toe -30.1 Length 25.67 Circular Hollow Section % P = D = L = OD= t= E= ID= A= kN mm m mm mm MPa mm mm^2 25 822 1.64 25.67 1016 20 205000 976 62580.53 40 1314.8 2.63 25.67 1016 20 205000 976 62580.53 50 1644 3.29 25.67 1016 20 205000 976 62580.53 75 2465 4.93 25.67 1016 20 205000 976 62580.53 80 2629.6 5.26 25.67 1016 20 205000 976 62580.53 100 3287 6.58 25.67 1016 20 205000 976 62580.53 120 3944.4 7.89 25.67 1016 20 205000 976 62580.53 125 4108.75 8.22 25.67 1016 20 205000 976 62580.53 150 4930.5 9.87 25.67 1016 20 205000 976 62580.53 160 5259.2 10.52 25.67 1016 20 205000 976 62580.53 175 5752.25 11.51 25.67 1016 20 205000 976 62580.53 200 6574 13.15 25.67 1016 20 205000 976 62580.53

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Spreadsheet for estimating circular hollow section steel pile shortening

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PropertyEffective length has been taken to mid of embeddmentTop of pile4.12ElevationSeabed-13Pile toe-30.1Length25.67Circular Hollow Section%P =D =L =OD=t=E=ID=A=kNmmmmmmmMPammmm^2258221.6425.6710162020500097662580.53401314.82.6325.6710162020500097662580.535016443.2925.6710162020500097662580.537524654.9325.6710162020500097662580.53802629.65.2625.6710162020500097662580.5310032876.5825.6710162020500097662580.531203944.47.8925.6710162020500097662580.531254108.758.2225.6710162020500097662580.531504930.59.8725.6710162020500097662580.531605259.210.5225.6710162020500097662580.531755752.2511.5125.6710162020500097662580.53200657413.1525.6710162020500097662580.53

problem via curve shortening

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QR codes & Shortening Links

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