which exerts a force of P = 5100 Ib on the soldier beam at a = 22 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 6.5 × 10^8 Ib-in.^2. Deflection is positive to the left.

which exerts a force of P = 5100 Ib on the soldier beam at a = 22 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 6.5 × 10^8 Ib-in.^2. Deflection is positive to the left.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

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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

An L= 29-ft-long soldier beam is used as a key component of an earth retention system at an excavation site. The soldier beam is subjected to a soil loading that is linearly distributed from WA = 600 lb/ft to Wc= 220 lb/ft, as shown. The soldier beam can be idealized as a cantilever with a fixed support at A. Added support is supplied by a tieback anchor at B, which exerts a force of P = 5100 Ib on the soldier beam at a = 22 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 6.5 × 10^8 Ib-in.^2. Deflection is positive to the left.

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