Elevated Rectangular Water Tank Design by STAAD Pro V8i Software

In this Video lecture you are able to learn about Elevated Rectangular Water Tank Design by STAAD Pro V8i Software
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[@sureshpv7043]

Very much useful for me, thank you sir

[@jayashreebhosekar9714]

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?

[@MY-ck6td]

Very nice 👍

[@surajparmar6272]

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.

[@reshudavane1741]

Sir can you pls explain how to calculate hydrostatic pressure...

[@tarunsingh1715]

Plz make a video for roof top swimming pool

[@atulgarde9146]

No load digram shown. Varying hydrostatic pressure applied on bottom slab too ?
No load combinations considered ?

[@ssajitha2008]

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??

[@allaboutcivilengineering.]

Please check hydrostatic pressure application in the plates. Carefully see W1 & W2. I think there you have reversed the loads.

[@goldyyadav2387]

Good bro 👌👌👌
I learn some new cmmand

[@civilengineeringbyshravan9596]

Thank you bro 💪🏻

[@jinopoul5450]

Pls show the design of slab and the tank walls that is so difficult for me to figure out

[@civilengineeringbyshravan9596]

Please check it in output file 👍🏻

[@weendeerollon6192]

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?

[@chethankumar.s8912]

Same doubt I also have please reply sir

[@reshudavane1741]

Plates are of rcc...no need of column...

[@hemavarshini6709]

Sir i cant see any deflection acting in structure...how you are doing

[@civilengineeringbyshravan9596]

U can scroll center key of mouse

[@sufiyanpathan3520]

sir, how to design the frame if the water tank is readymade steel one

[@civilengineeringbyshravan9596]

we have to add all the properties of steel section

[@jagannathank6531]

At 6:47 how did you remove the concrete on top of water tank???

[@civilengineeringbyshravan9596]

Select the plate and delete it

[@jnaneswara4512]

sir what about wind load? shouldn't we consider

[@sgtech6051]

Why Fymain as 600?
Can we take it as Fymain500 and Fysec as Fe415?

[@civilengineeringbyshravan9596]

Yes you can as per your assumption

[@NehaSharma-ru7zt]

Can I apply generate surface mashing in this structure

[@civilengineeringbyshravan9596]

You can apply definitely 👍🏻

[@NehaSharma-ru7zt]

Thanku sir

[@BEINGYOUNG]

Can I have offline staad pro coaching

[@civilengineeringbyshravan9596]

Yes we have 👍🏻

[@TaponChakrabarti]

how to calculate W1 & W2 ?

[@PRAVEENCHARY77]

DETAILING DRAWINGS OF THIS PLEASE