L 1 | Stress distribution - Boussinesq & Westergaard's theory | Geotechnical Engineering 2.0 - III

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King 👑 of civil Engineering ❤️

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solve An expansion in a horizontal rectangular channel takes place from a width of 2.0m to 3.0m. The depths of flow for a discharge of 7.20m3/s are 1.20 m and 1.40m in the narrower and wider sections respectively. Estimate energy loss in the transition. Assume the kinetic energy correction coefficient to have values of 1.05 and 1.15 at the inlet and outlet of the transition respectively.

[@SouvikCivil]

osm sir

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How to find natural stress in horizontal plane

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This is awesome

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Bravo....

[@kuldeepsharmakd6546]

Very Nice Session Sir

[@Krishnenduchottu]

But in the first particle of stress distribution there is first topic called " stress due to self weight". And you are saying self weight is neglected. I can't understand 😢

[@lifeisbeautiful3999]

thank you sir 🙏💙

[@vamsimathe]

Explain in english.....

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[@साजी-ष2ष]

Damn.. too much talking. .50 min of the video is just talking. Content is good btw

[@SwagotoGhosh]

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Bhai contact number wgera kuch mill shkta h kya apka?? Mujhai kuch queries h isse video lecture se related..

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18:35

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My comred

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Skip this part from 12:52 to 15:48 to avoid getting a negative opinion on sir's behaviour

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bakwas

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