An L = 37-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 = 210 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 = 28 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 3.2 x 108 lb-in.². Deflection is positive to the left. WC C P Tieback anchor a Answer: Vc = WA B Soldier beam in. L

Structural Analysis
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Chapter2: Loads On Structures
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An L = 37-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 = 210 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 = 28 ft. Determine the horizontal deflection of the soldier beam at point C. Assume EI = 3.2 × 10lb·in.2. Deflection is positive to the left.

An L = 37-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 = 210 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 = 28 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 3.2 x 108 lb-in.². Deflection is
positive to the left.
WC
C
P
Tieback
anchor
a
Answer:
Vc =
WA
B
Soldier
beam
in.
L
Transcribed Image Text:An L = 37-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 = 210 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 = 28 ft. Determine the horizontal deflection of the soldier beam at point C. Assume El = 3.2 x 108 lb-in.². Deflection is positive to the left. WC C P Tieback anchor a Answer: Vc = WA B Soldier beam in. L
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