Elevated Rectangular Water Tank Design by STAAD Pro V8i Software

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5 жыл бұрын

In this Video lecture you are able to learn about Elevated Rectangular Water Tank Design by STAAD Pro V8i Software
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Пікірлер: 32

@sureshpv7043 2 ай бұрын

Very much useful for me, thank you sir

@jayashreebhosekar9714 Жыл бұрын

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 Жыл бұрын

Very nice 👍

@goldyyadav2387 5 жыл бұрын

Good bro 👌👌👌 I learn some new cmmand

@civilengineeringbyshravan9596 5 жыл бұрын

Thank you bro 💪🏻

@reshudavane1741 2 жыл бұрын

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

@tarunsingh1715 5 жыл бұрын

Plz make a video for roof top swimming pool

@allaboutcivilengineering. 2 жыл бұрын

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

@surajparmar6272 4 жыл бұрын

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.

@atulgarde9146 2 жыл бұрын

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

@jnaneswara4512 3 жыл бұрын

sir what about wind load? shouldn't we consider

@ssajitha2008 3 жыл бұрын

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??

@jinopoul5450 4 жыл бұрын

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

@civilengineeringbyshravan9596 4 жыл бұрын

Please check it in output file 👍🏻

@sufiyanpathan3520 3 жыл бұрын

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

@civilengineeringbyshravan9596 3 жыл бұрын

we have to add all the properties of steel section

@TaponChakrabarti 2 жыл бұрын

how to calculate W1 & W2 ?

@hemavarshini6709 3 жыл бұрын

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

@civilengineeringbyshravan9596 3 жыл бұрын

U can scroll center key of mouse

@BEINGYOUNG 5 жыл бұрын

Can I have offline staad pro coaching

@civilengineeringbyshravan9596 5 жыл бұрын

Yes we have 👍🏻

@sgtech6051 3 жыл бұрын

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

@civilengineeringbyshravan9596 3 жыл бұрын

Yes you can as per your assumption

@jagannathank6531 3 жыл бұрын

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

@civilengineeringbyshravan9596 3 жыл бұрын

Select the plate and delete it

@weendeerollon6192 4 жыл бұрын

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 3 жыл бұрын

Same doubt I also have please reply sir

@reshudavane1741 2 жыл бұрын

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

@PRAVEENCHARY77 3 жыл бұрын

DETAILING DRAWINGS OF THIS PLEASE

@NehaSharma-ru7zt 4 жыл бұрын

Can I apply generate surface mashing in this structure

@civilengineeringbyshravan9596 4 жыл бұрын

You can apply definitely 👍🏻

@NehaSharma-ru7zt 4 жыл бұрын

Thanku sir