Under Ground Water Tank Analysis and Designing by Staad Pro V8i Software

In this Video lecture you are able to learn about Under Ground Water Tank Analysis and Designing by Staad Pro V8i Software.
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[bibekdhakal]

Thank you very much for the video. It helped me a lot

[jayashreebhosekar]

AS per my consideration, the hydrostatic pressure will simultaneously act on all walls. We have to add a combined load for this to take effect. Also wave pressure due to EQ has not been considered. We also have to ascertain that earth pressure dry and saturated/submerged does not give higher moments and stresses as compared to water pressure from inside only. such a large tank needs cover at top with manhole. The design is incomplete with these considerations. Please elaborate on these issues as well.

[kunal]

Sir ji, very well explained. But the UGT side walls should be designed for empty condition with saturated soil pressure and base slab for empty condition for upward soil pressure.
Please add load cases as well.
Thank you!

[swagatomajumder]

What about the load due to soil? Liquid retaining structures should confirm to IS 3370 and IS 1893 part 2.... analysis is incomplete without these

[Merkur_Konusuyor]

very handy video, thanks mate. Is it possible to post more videos about mesh?

[muhammedlamyp.j]

What about the load due to soil ... When tank is empty

[muhammadiqbalmulyatarmidzi]

what about in staad pro Advanced connect edition, because there is no surface option

[djul]

hi idol, is this applicable to rectangular swimming pool design analysis?

[halamohamedabdollah]

How was the slack on the sides of the tank calculated? Please clarify

[rinchenjigsumdorji]

How did you calculate the water pressure and soil pressure values. Could you please explain in details

[structuralengineer]

To look about reinforcement sizes pls can you provide details link to further refer?

[etishasingh_]

What are the load combinations you used here?

[bheemanisravankumar]

How to Loads calculation ?
How to select the quadrintal ?

[bheemanisravankumar]

How to show clear steel alignment and reinforcement details for this structure??

[varaprasadmaragani]

Plz explain about reinforcement details clearly at out put

[naveenkumar-wgut]

sir please tell me how can we calculate wp&sp

[yogeshp]

what about dead load its not assigned in this video

[praveenaprasan]

At sides of water tank only hydrostatic pressure is considered
Why soil pressure is not considering in sides

Also in suface load only soil pressure is considered why hydrostatic pressure is not considering here

[Happyhappy-thsc]

Why did u consider pressure as 30and 40

[chetansonkar]

how to use this design results
it very complicated