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14.13
14.3 Foundation engineering 143 A driven closed-ended pipe pile is shown in Figure 14.40. a. Find the ultimate point load. b. Determine the ultimate frictional resistance, Q use K-1.4 and 8-0.6 c. Calculate the allowable load of the pile; use FS- 4 ncrete pile 20 m long with a cross section of 381 mm x 381 mm is fully ubook3rdEd(chpd-14)%2og.pdf Chapter 14 Deep Foundations-Piles and Drilled Shafts Sand -16 kN/m 6m Sand -184AN 30 ti m Sand 18 m 37 406 min Figure 14.40 14.7 A steel pile (Hsection: HP 310

media%2Ff08%2Ff08bd60c-4bed-4e87-8891-89The final answer
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Soluhm 6M en rの2. 623 kN.

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