Thanks for the presentation. Please explain How the beams for bottom slab of tank function separately and how these will be cast at site? The deflection of the central beam along X axis and those along z axis shall be identical at the point of intersection. Node points need to be included in the beam which are absent. Another thing; The analysis shows 12 warnings. Your presentation is silent about dealing with the warnings. Why? How to deal with these warnings?
I have doubt.. the frames of column and beam are designed in axial line then how the plate of side walls is seated above it. Whether the height of water tank what is designed manually is achieved in your design??
Very much useful for me, thank you sir
Thanks for the presentation. Please explain How the beams for bottom slab of tank function separately and how these will be cast at site? The deflection of the central beam along X axis and those along z axis shall be identical at the point of intersection. Node points need to be included in the beam which are absent. Another thing; The analysis shows 12 warnings. Your presentation is silent about dealing with the warnings. Why? How to deal with these warnings?
Very nice 👍
At 6:47 how did you remove the concrete on top of water tank???
Select the plate and delete it
Good bro 👌👌👌
I learn some new cmmand
Thank you bro 💪🏻
Sir can you pls explain how to calculate hydrostatic pressure...
Plz make a video for roof top swimming pool
No load digram shown. Varying hydrostatic pressure applied on bottom slab too ?
No load combinations considered ?
Sir why do the columns in your design don't extend up to the top portion of the tank? what will hold the plates, i mean, the walls?
Same doubt I also have please reply sir
Plates are of rcc...no need of column...
Can I apply generate surface mashing in this structure
You can apply definitely 👍🏻
Thanku sir
Sir how to proceed this in with wind and earthquake load please upload viseo please sir
I was already made plenty of videos on it watch it in playlist
sir, how to design the frame if the water tank is readymade steel one
we have to add all the properties of steel section
sir what about wind load? shouldn't we consider
Sir i cant see any deflection acting in structure...how you are doing
U can scroll center key of mouse
hello, How to apply seismic load in Elevated water tank if my bottom of the tank is at 15 mt. above G.L.
Height of tank is 3.0 mt. size is 5mt x 5mt.
Pls show the design of slab and the tank walls that is so difficult for me to figure out
Please check it in output file 👍🏻
I have doubt.. the frames of column and beam are designed in axial line then how the plate of side walls is seated above it. Whether the height of water tank what is designed manually is achieved in your design??
Can I have offline staad pro coaching
Yes we have 👍🏻
Please check hydrostatic pressure application in the plates. Carefully see W1 & W2. I think there you have reversed the loads.
Why Fymain as 600?
Can we take it as Fymain500 and Fysec as Fe415?
Yes you can as per your assumption
how to calculate W1 & W2 ?
DETAILING DRAWINGS OF THIS PLEASE