An L-38-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 - 560 lb/ft to wc - 240 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-4600 lb on the soldier beam at a - 29 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El-5.4 x 108 lb-in. 2. Deflection is positive to the left.

An L-38-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 - 560 lb/ft to wc - 240 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-4600 lb on the soldier beam at a - 29 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El-5.4 x 108 lb-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

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...

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