Congratulations on your presentation, I have some doubts: Why don't you consider the weight of the water for seismic loads? It seems that the calculation of the water pressure is completely wrong. Why don't you use load combinations for the design?
Broo.. I want foundation design for this tank..it's very important for my project continuition plzz.. provide the link..I saw ur all videos but I can't get
Loading part needs to be reviewed again..water pressure will act on bottom slab in y direction and on walls in x direction plus effect of sloshing of water during earthquake has to be considered as per is 1893 part 2
Sii I need plan to how much measurement 2 lakh l amount tank and the house the procedure to do I don't with with earthwork piping everything and how much the cost will come sir
Sir, I completed the model as you did. Now I need to analyse the same model with different staging heights. How to change the column size? Please help!
For circular beam, the side face reinforcement is the pre-requisite criteria, but here there is no side face reinforcement. Either staad pro doesn't give much detailing of reinforcement or the design have some error.
Do u have video of tht Which u have done and manually soft copy... Plzzz tell me my project is about design and analysis of water tank on stadd pro and manually with reinforcement details Plz help me bro. If u want to send soft copy I will give u my email address.
I got it. I'm beginner at staad pro, so I didn't know how you used 'support' at 9:10. You didn't mention that we have to click on general first then support. But I got it. The video helped me a lot. Thanks!
Great 👌👍, you provided great Big example like this elevated water tank. Thanksgiving for this information. continue such examples
I think the hydrostatic pressure on the wall should be horizontal, not global Y axiz. There shall be no hydrostatic pressure on the roof slab.
which roof slab they are plates not slabs my friend
Awesome tutorial well explained !! thank you sir
Thank you
Nice tutorial, love from Pakistan, kindly do a tutorial on Culvert slab and abutment if possible manually or in Excel Sheet, thnx in advance
Thank you I will definitely try
Congratulations on your presentation, I have some doubts:
Why don't you consider the weight of the water for seismic loads?
It seems that the calculation of the water pressure is completely wrong.
Why don't you use load combinations for the design?
bcos this design is wrong.. and soi t is likethat..
Well explaination...I did ur project..but I wnat foundation design for this can u provide this
Super explanation
Thank you so much 🙂
Broo.. I want foundation design for this tank..it's very important for my project continuition plzz.. provide the link..I saw ur all videos but I can't get
@@civilengineeringbyshravan9596
Link broo..plzz respond for these
Excellent narration..
Thank you 😊
Awesome 🙏👍👍
Thank you 😊
Hi bro it's a great work.bro I have one doubt how to insert ring beam inbetween staging and tank
You can add with circular repeat option
@@civilengineeringbyshravan9596 ok bro
Loading part needs to be reviewed again..water pressure will act on bottom slab in y direction and on walls in x direction plus effect of sloshing of water during earthquake has to be considered as per is 1893 part 2
sir plzz tell us why are you noy taking column in seismic weight as you have already taken slab and beam but not column why???????
Basically distribution load is perpendicular to beams so we have to consider for beams not columns
Sii I need plan to how much measurement 2 lakh l amount tank and the house the procedure to do I don't with with earthwork piping everything and how much the cost will come sir
Hi Bro I have small doubt is it possible to design a overhead tank in staad pro or only analysis is possible
Hi
I like ur videos
I would to join in staadpro or etabs coaching
Can u tell me how to join in .
Text me to my mail I will share all details today I was started New Batch
civilengineeringbyshravan@gmail.com
@@civilengineeringbyshravan9596 OK thank u
How to design top ring beam and bottom ring beam... Pls explain..
I have one dout bro, you taken 20 columns is it required
it is required under some conditions
Sir, I completed the model as you did. Now I need to analyse the same model with different staging heights. How to change the column size? Please help!
How is hydraulic load -40kn/M2 pls let us know how to calculate
Is it possible to make this rcc
May I know thz video is for steel design ahh no rcc ahh
Sir in seismic load i used the IS 1893 2002/2005 but i can't generate why sir i can't
For circular beam, the side face reinforcement is the pre-requisite criteria, but here there is no side face reinforcement. Either staad pro doesn't give much detailing of reinforcement or the design have some error.
Hlo Bro do u done overhead tank in staad Pro na and manually...
Both
Do u have video of tht Which u have done and manually soft copy... Plzzz tell me my project is about design and analysis of water tank on stadd pro and manually with reinforcement details Plz help me bro. If u want to send soft copy I will give u my email address.
@@kShivaKumar-rb1bk bro I wnat foundation design for this water tank can u provide bro
As per my grasp of knowledge, the width of the beam is much less, to undertake loads of seismic and wind load.
Thanks Sir
But i can't get the parameters (fc, Fyc) and also i can't get code IS145?
its in IS 456
How to join sir
1 lakh capacity ka koi video bhi h
Plz provide the foundation design
seismic definition is not right i think
it is showing 201 errors saying length to depth ratio
What happened at 9:10 ?
what happened please text me u r question yar
I got it. I'm beginner at staad pro, so I didn't know how you used 'support' at 9:10. You didn't mention that we have to click on general first then support. But I got it. The video helped me a lot. Thanks!
Sir Hindi m b bnao
Sorry yar am not good in Hindi am really sorry
@@civilengineeringbyshravan9596 sir mix kr lo Thora thora
It’s impossible yar
❤
250l/capital/day
Can you send the cad file
Am extremely sorry not available now
Bro i had 12 errors
You can reduce by increasing the dimensions of beams and columns
excellent!!