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!
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
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.
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
Thank you very much for the video. It helped me a lot
Glad it helped
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!
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
True
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.
Actually that is not hydrostatic pressure. It is water pressure on side walls defined separatly..
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
very useful video, thanks mate.
Very informative
What about the load due to soil ... When tank is empty
very handy video, thanks mate. Is it possible to post more videos about mesh?
Definitely I will
hi idol, is this applicable to rectangular swimming pool design analysis?
How was the slack on the sides of the tank calculated? Please clarify
How did you calculate the water pressure and soil pressure values. Could you please explain in details
I also want to know how or how to calculate. Did you get any information? Please reply
To look about reinforcement sizes pls can you provide details link to further refer?
what about in staad pro Advanced connect edition, because there is no surface option
Muchas gracias
What are the load combinations you used here?
based on water pressure
Plz explain about reinforcement details clearly at out put
Please check in output file Brother
How to Loads calculation ?
How to select the quadrintal ?
How to show clear steel alignment and reinforcement details for this structure??
RCC Stands for?
sir please tell me how can we calculate wp&sp
Which software
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
The load is applied in gravity direction only for water so for that reason we need to take pressure in bottom than sides
@@civilengineeringbyshravan9596
What all changes happen in the loading condition if the tank is empty sir??
@@civilengineeringbyshravan9596 while designing didn't we consider both empty as well as full ?
what about dead load its not assigned in this video
what i will check it once
@@civilengineeringbyshravan9596 ok sir
Why did u consider pressure as 30and 40
Is there any caluculations or is these assumed values
how to use this design results
it very complicated
Which part?
And how to draw in AutoCAD that details
sorry but your modelisation is false
Yes as per my assumption failed we have to modify specifications
Ur teaching tooo...... Faster
Sorry for that inconvenience