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

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UnacademyGATEChemical
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I will share this video with my college professor. I am sure he will learn to teach properly.

SouvikCivil
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Students:Shear strength kb
Abhishek sir: Bhagwan ki marzi
😂

anandji
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Cricket Mhh kohli or engineering mhh Abhishek sir king kohli King Abhishek sir❤❤

vasisth
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gm sir ...badde dino baad itna joordaar hello to all suna ... full energetic feel hua

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UnacademyGATEChemical
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Aap bahut regular way me padhate hai

RahulKumar-dbrp
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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.

abdanurjihad
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How to find natural stress in horizontal plane

enokollasunil
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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 😢

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

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

Jaydev-ojhx
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padhane se zyada publicity ho rhi hai dost. Phone bina dekhe padhane ki koshish karo, likes zyada aayenge

hengulrajsaikia