An L = 33-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 = 510 lb/ft to wC = 270 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 = 4800 lb on the soldier beam at a = 25 ft. Determine the horizontal deflection of the soldier beam at point C. Assume EI = 3.5 × 108 lb·in.2. Deflection is positive to the left.
An L = 33-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 = 510 lb/ft to wC = 270 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 = 4800 lb on the soldier beam at a = 25 ft. Determine the horizontal deflection of the soldier beam at point C. Assume EI = 3.5 × 108 lb·in.2. Deflection is positive to the left.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An L = 33-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 = 510 lb/ft to wC = 270 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 = 4800 lb on the soldier beam at a = 25 ft. Determine the horizontal deflection of the soldier beam at point C. Assume EI = 3.5 × 108 lb·in.2. Deflection is positive to the left.
![An L = 33-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 = 510 lb/ft to wc = 270 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 = 4800 lb on the
soldier beam at a = 25 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 3.5 x 108 lb-in.². Deflection is
positive to the left.
WC
C
Tieback
anchor
a
Answer:
Vc =
WA
B
Soldier
beam
in.
L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F69252cb2-819b-4b0a-919c-77ba054ffad1%2F68f8394c-7ea6-44d4-ae84-45552bcbe45a%2Fpl1mtog_processed.png&w=3840&q=75)
Transcribed Image Text:An L = 33-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 = 510 lb/ft to wc = 270 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 = 4800 lb on the
soldier beam at a = 25 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 3.5 x 108 lb-in.². Deflection is
positive to the left.
WC
C
Tieback
anchor
a
Answer:
Vc =
WA
B
Soldier
beam
in.
L
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