: For a box culvert having inside dimensions of 3mx3m. This culvert is subjected to a dead load of 14KN/m2 and a live load of IRC AA tracked vehicle. Assume the unit weight of soil to be 18kN/m. The angle of repose of soil is 30°. Use M25 concrete F 415 steel. Road width is 7.5m. Span is 3.3m. Assume dead and live loads from outside, while no water pressure from inside. Determine: 1- Loads and reactions. 2- Lateral pressure.
: For a box culvert having inside dimensions of 3mx3m. This culvert is subjected to a dead load of 14KN/m2 and a live load of IRC AA tracked vehicle. Assume the unit weight of soil to be 18kN/m. The angle of repose of soil is 30°. Use M25 concrete F 415 steel. Road width is 7.5m. Span is 3.3m. Assume dead and live loads from outside, while no water pressure from inside. Determine: 1- Loads and reactions. 2- Lateral pressure.
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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![2: For a box culvert having inside dimensions of 3mx3m. This culvert is subjected to a
dead load of 14KN/m? and a live load of IRC AA tracked vehicle. Assume the unit
weight of soil to be 18kN/m. The angle of repose of soil is 30°. Use M25 concrete F
415 steel. Road width is 7.5m. Span is 3.3m. Assume dead and live loads from
outside, while no water pressure from inside. Determine:
1- Loads and reactions.
2- Lateral pressure.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4eac61c0-a7f2-41e1-be4c-29839f7a4858%2F6f5a008f-4065-4e9f-8b86-047c0b6f99b1%2Fb9iuh4j_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2: For a box culvert having inside dimensions of 3mx3m. This culvert is subjected to a
dead load of 14KN/m? and a live load of IRC AA tracked vehicle. Assume the unit
weight of soil to be 18kN/m. The angle of repose of soil is 30°. Use M25 concrete F
415 steel. Road width is 7.5m. Span is 3.3m. Assume dead and live loads from
outside, while no water pressure from inside. Determine:
1- Loads and reactions.
2- Lateral pressure.
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