Q6) Determine the combined stress in HP 14 x 89 pile shown below. The pile is 25 feet long. E= 29,000 ksi, there is a 50,000 lbf axial load and 1000 Ibf downward load in the center of thepile.1,000 lb50,000 lb25 ftQ7) Determine the most economical W18 beam that can withstand the 2500 lb/f uniform loadover a 30ft span.2,500 PLF30

“Since you have asked multiple question, we will solve the first question for you. If you want any…

Q6) Determine the combined stress in HP 14 x 89 pile shown below. The pile is 25 feet long. E = 29,000 ksi, there is a 50,000 Ibf axial load and 1000 lbf downward load in the center of the pile. 1,000 lb 50,000 lb 25 ft

Q6) Determine the combined stress in HP 14 x 89 pile shown below. The pile is 25 feet long. E = 29,000 ksi, there is a 50,000 Ibf axial load and 1000 lbf downward load in the center of the pile. 1,000 lb 50,000 lb 25 ft

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.4P: A 400-mm diameter and 15 m long concrete pile is driven into a sand where = 18.0 kN/m3 and = 31....

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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

Q6) Determine the combined stress in HP 14 x 89 pile shown below. The pile is 25 feet long. E
= 29,000 ksi, there is a 50,000 lbf axial load and 1000 Ibf downward load in the center of the
pile.
1,000 lb
50,000 lb
25 ft
Q7) Determine the most economical W18 beam that can withstand the 2500 lb/f uniform load
over a 30ft span.
2,500 PLF
30

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