Under Ground Water Tank Analysis and Designing by Staad Pro V8i Software
Рет қаралды 48,270
5 жыл бұрынIn 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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@nikhilwakade1673 5 жыл бұрын
very useful video, thanks mate.
@jayashreebhosekar9714 Жыл бұрын
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 3 ай бұрын
Actually that is not hydrostatic pressure. It is water pressure on side walls defined separatly..
@nereofibonacci 4 жыл бұрын
Muchas gracias
@swagatomajumder6664 4 жыл бұрын
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
@kunal61190 3 жыл бұрын
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 3 жыл бұрын
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 2 жыл бұрын
True
@Merkur_Konusuyor 4 жыл бұрын
very handy video, thanks mate. Is it possible to post more videos about mesh?
@civilengineeringbyshravan9596 4 жыл бұрын
Definitely I will
@muhammedlamyp.j9860 4 жыл бұрын
What about the load due to soil ... When tank is empty
@shubhamdubey7448 2 жыл бұрын
Very informative
@halamohamedabdollah7799 2 жыл бұрын
How was the slack on the sides of the tank calculated? Please clarify
@structuralengineer3787 3 жыл бұрын
To look about reinforcement sizes pls can you provide details link to further refer?
@muhammadiqbalmulyatarmidzi1779 4 жыл бұрын
what about in staad pro Advanced connect edition, because there is no surface option
@djul237 2 жыл бұрын
hi idol, is this applicable to rectangular swimming pool design analysis?
@bheemanisravankumar1028 3 жыл бұрын
How to show clear steel alignment and reinforcement details for this structure??
@bheemanisravankumar1028 3 жыл бұрын
How to Loads calculation ? How to select the quadrintal ?
@naveenkumar-wg4ut 3 жыл бұрын
sir please tell me how can we calculate wp&sp
@varaprasadmaragani5893 4 жыл бұрын
Plz explain about reinforcement details clearly at out put
@civilengineeringbyshravan9596 4 жыл бұрын
Please check in output file Brother
@ahmaddawood542 Жыл бұрын
RCC Stands for?
@etishasingh_ 3 жыл бұрын
What are the load combinations you used here?
@civilengineeringbyshravan9596 3 жыл бұрын
based on water pressure
@rinchenjigsumdorji2668 4 жыл бұрын
How did you calculate the water pressure and soil pressure values. Could you please explain in details
@halamohamedabdollah7799 2 жыл бұрын
I also want to know how or how to calculate. Did you get any information? Please reply
@varaprasadmaragani5893 4 жыл бұрын
And how to draw in AutoCAD that details
@subashchandran1050 3 жыл бұрын
Which software
@yogeshp3366 3 жыл бұрын
what about dead load its not assigned in this video
@civilengineeringbyshravan9596 3 жыл бұрын
what i will check it once
@yogeshp3366 3 жыл бұрын
@@civilengineeringbyshravan9596 ok sir
@praveenaprasan2446 3 жыл бұрын
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 3 жыл бұрын
The load is applied in gravity direction only for water so for that reason we need to take pressure in bottom than sides
@praveenaprasan2446 3 жыл бұрын
@@civilengineeringbyshravan9596 What all changes happen in the loading condition if the tank is empty sir??
@praveenaprasan2446 3 жыл бұрын
@@civilengineeringbyshravan9596 while designing didn't we consider both empty as well as full ?
@chetansonkar3601 3 жыл бұрын
how to use this design results it very complicated
@civilengineeringbyshravan9596 3 жыл бұрын
Which part?
@Happyhappy-th9sc 2 жыл бұрын
Why did u consider pressure as 30and 40
@Happyhappy-th9sc 2 жыл бұрын
Is there any caluculations or is these assumed values
@thangaraj4539 4 жыл бұрын
Ur teaching tooo...... Faster
@civilengineeringbyshravan9596 4 жыл бұрын
Sorry for that inconvenience
@hamidara4860 Жыл бұрын
sorry but your modelisation is false
@civilengineeringbyshravan9596 Жыл бұрын
Yes as per my assumption failed we have to modify specifications
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