There are around 50 sessions. Every Friday 6pm new session will be released for free access on TH-cam. 3rd Session coming on Jan 13 and so on. If anyone wants to access all sessions at once then pls connect with me on LinkedIn and register for all sessions at once
Sir it is possible that structure will survive if we reduce only the height of stem and everything is unaltered which is given in approved design and drawings. Assume that height of stem is reduced due to change in site selection and sanctioned cost. And if we found hard strata during excavation before reaching to the target levels. Please reply.
There are high chances that it will survive as all moments will reduce however pls check for seismic base shear coefficient as it may increase for a reduced height
Pile foundations k case mein Time period Rayleigh method se le skte ho by modelling structure in Software with pile springs along the pile length at suitable intervals
Wow......Dil karta hai saari videos in one go watch karoon.....Love ur videos ......very very informative sir
Quite informative, please show us the third to sixth videos.
There are around 50 sessions.
Every Friday 6pm new session will be released for free access on TH-cam.
3rd Session coming on Jan 13 and so on.
If anyone wants to access all sessions at once then pls connect with me on LinkedIn and register for all sessions at once
@@AllAboutBridgeEngineering sure
Thank you sir.
Your most Welcome
Sir it is possible that structure will survive if we reduce only the height of stem and everything is unaltered which is given in approved design and drawings. Assume that height of stem is reduced due to change in site selection and sanctioned cost. And if we found hard strata during excavation before reaching to the target levels. Please reply.
There are high chances that it will survive as all moments will reduce however pls check for seismic base shear coefficient as it may increase for a reduced height
The hard strata encountered may also alter the design of footing as per the base pressures now available
Sir pile foundation ke case me kya hoga
Pile foundations k case mein Time period Rayleigh method se le skte ho by modelling structure in Software with pile springs along the pile length at suitable intervals
very rich content , i love it
Thank you. Enjoy the full series.
How I wish there would be an English subtitle 😔
We will take care of it.
Next course will be in English Language.
@@AllAboutBridgeEngineering thank you 🥰
Any contact no. Want some guidence n learning.
M just start work as structure engg. In consultancy as design n drawing review.
Check the about section of the channel Or connect with me on LinkedIn