Current Attempt in Progress An L = 39-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= 520 lb/ft to wc = 240 lb/ft, as shown. The soldier beam can be idealize 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 = 5700 lb on the soldier beam at a = 30 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 6.4 × 108 lb-in.². Deflection positive to the left. WC C E B Tieback anchor Soldier beam a Answer: Vc= WA in. L
Current Attempt in Progress An L = 39-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= 520 lb/ft to wc = 240 lb/ft, as shown. The soldier beam can be idealize 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 = 5700 lb on the soldier beam at a = 30 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 6.4 × 108 lb-in.². Deflection positive to the left. WC C E B Tieback anchor Soldier beam a Answer: Vc= WA in. L
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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![Current Attempt in Progress
An L = 39-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= 520 lb/ft to wc = 240 lb/ft, as shown. The soldier beam can be idealize
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 = 5700 lb on the
soldier beam at a = 30 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 6.4 × 108 lb-in.². Deflection
positive to the left.
WC
C
E
B
Tieback
anchor
Soldier
beam
a
Answer:
Vc=
WA
in.
L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7f86de2a-ef27-4082-b5bc-fe2c7012b4a1%2Fdbd18eca-f2f9-4747-89a3-b1c0f06ceb00%2F72ysold_processed.png&w=3840&q=75)
Transcribed Image Text:Current Attempt in Progress
An L = 39-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= 520 lb/ft to wc = 240 lb/ft, as shown. The soldier beam can be idealize
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 = 5700 lb on the
soldier beam at a = 30 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 6.4 × 108 lb-in.². Deflection
positive to the left.
WC
C
E
B
Tieback
anchor
Soldier
beam
a
Answer:
Vc=
WA
in.
L
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