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

[@bibekdhakal1094]

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

[@civilengineeringbyshravan9596]

Glad it helped

[@civilengineerlikes_ui_ux]

Amazing content🎉 thanks a lot sir❤

[@civilengineeringbyshravan9596]

Most welcome 😊

[@jayashreebhosekar9714]

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.

[@venkateshs6929]

Actually that is not hydrostatic pressure. It is water pressure on side walls defined separatly..

[@nikhilwakade1673]

very useful video, thanks mate.

[@kunal61190]

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!

[@selvikarthik3101]

Yes. Do you have any reference vel to help design UGT with critical condition you mentioned . If you have reference please share the link. Thank you so much

[@NOW-TECJ]

True

[@swagatomajumder6664]

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

[@shubhamdubey7448]

Very informative

[@muhammedlamyp.j9860]

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

[@muhammadiqbalmulyatarmidzi1779]

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

[@Merkur_Konusuyor]

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

[@civilengineeringbyshravan9596]

Definitely I will

[@halamohamedabdollah7799]

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

[@etishasingh_]

What are the load combinations you used here?

[@civilengineeringbyshravan9596]

based on water pressure

[@ahmaddawood542]

RCC Stands for?

[@djul237]

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

[@rinchenjigsumdorji2668]

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

[@halamohamedabdollah7799]

I also want to know how or how to calculate. Did you get any information? Please reply

[@nereofibonacci]

Muchas gracias

[@structuralengineer3787]

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

[@bheemanisravankumar1028]

How to Loads calculation ? How to select the quadrintal ?

[@bheemanisravankumar1028]

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

[@varaprasadmaragani5893]

Plz explain about reinforcement details clearly at out put

[@civilengineeringbyshravan9596]

Please check in output file Brother

[@yogeshp3366]

what about dead load its not assigned in this video

[@civilengineeringbyshravan9596]

what i will check it once

[@yogeshp3366]

@@civilengineeringbyshravan9596 ok sir

[@praveenaprasan2446]

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

[@civilengineeringbyshravan9596]

The load is applied in gravity direction only for water so for that reason we need to take pressure in bottom than sides

[@praveenaprasan2446]

@@civilengineeringbyshravan9596 What all changes happen in the loading condition if the tank is empty sir??

[@praveenaprasan2446]

@@civilengineeringbyshravan9596 while designing didn't we consider both empty as well as full ?

[@naveenkumar-wg4ut]

sir please tell me how can we calculate wp&sp

[@Happyhappy-th9sc]

Why did u consider pressure as 30and 40

[@Happyhappy-th9sc]

Is there any caluculations or is these assumed values

[@subashchandran1050]

Which software

[@chetansonkar3601]

how to use this design results it very complicated

[@civilengineeringbyshravan9596]

Which part?

[@varaprasadmaragani5893]

And how to draw in AutoCAD that details

[@hamidara4860]

sorry but your modelisation is false

[@civilengineeringbyshravan9596]

Yes as per my assumption failed we have to modify specifications

[@thangaraj4539]

Ur teaching tooo...... Faster

[@civilengineeringbyshravan9596]

Sorry for that inconvenience