An L = 36-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= 580 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 = 5800 lb on the soldier beam at a = 27 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 5.9 x 108 lb-in.2. Deflection is positive to the left. a Tieback anchor Answer: Vc = WA WC C B Soldier beam in. L

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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An L = 36-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 = 580 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 = 5800 lb on the
soldier beam at a = 27 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 5.9 x 108 lb-in.². Deflection is
positive to the left.
a
Tieback
anchor
Answer:
VC=
WA
WC
C
B
Soldier
beam
A
in.
Transcribed Image Text:An L = 36-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 = 580 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 = 5800 lb on the soldier beam at a = 27 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 5.9 x 108 lb-in.². Deflection is positive to the left. a Tieback anchor Answer: VC= WA WC C B Soldier beam A in.
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