Q6) Find the ultimate compressive (Qu) and pullout (Tu) capacities of the driven closed-end steel pipe-pile shown in Fig. (6). Given data: outer diameter = 610 mm weight of empty pipe = 186.8 kg/m a = 1 for cu ≤ 25 kPa Ø 34 35 36 Disp. Piles 41.3 49.9 60.9 wall thickness = 12.7 mm pile to be filled with concrete. a=0.5 for cu ≥ 75 kPa Na Non-disp. Piles 20.3 24.6 30.1 Ans.: Qu= 4165 kN, Tu = 1696 kN

Q6) Find the ultimate compressive (Qu) and pullout (Tu) capacities of the driven closed-end steel pipe-pile shown in Fig. (6). Given data: outer diameter = 610 mm weight of empty pipe = 186.8 kg/m a = 1 for cu ≤ 25 kPa Ø 34 35 36 Disp. Piles 41.3 49.9 60.9 wall thickness = 12.7 mm pile to be filled with concrete. a=0.5 for cu ≥ 75 kPa Na Non-disp. Piles 20.3 24.6 30.1 Ans.: Qu= 4165 kN, Tu = 1696 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

What the advantages Left-in casings for mini-piles have ?
What are the Pile Types and Materials?
Explain the following concept related to pile foundations and use figures for illustration.* Describe the bearing mechanism of piles.
What are the primary advantages of using laterally loaded vertical piles instead of battered piles?
Define what are displacement piles ?
Explain the Procedure to form bulb-type uncased concrete pile.
I need a quick solution within 10 minutes With my best wishesTon.
A high rise building will be built in a reclaimed arca in Metro Manila, Concrete piles will be used as its foundation with details and plans as follows: C-1 C-2 C-1 C-2 FOUNDATION PLAN NG, 5150 mm 1950 mm 780 mm ELEVATION Concrete Piles - 400 mm Ø C-1- 1800 x 2000 mm C2- 1600 x 2000 mm There are 5 identical footings. Determine the minimum testing requirements for embankment.
Identify the construction methods for helical piles.