Complete water Tank design by staad pro v8i software | circular water tank design | civil

Complete water Tank design by staad pro v8i software | circular water tank design | civil | online

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2 жыл бұрын

#water_tank #civil_engineering #staad_pro
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Пікірлер: 21

@Life_is_Awesome_Civil 2 жыл бұрын

Very nice sir

@civilengineeringbyshravan9596 2 жыл бұрын

Thank You You are inspiration to many people And welcome to civil engineering by shravan family...

@Life_is_Awesome_Civil 2 жыл бұрын

@@civilengineeringbyshravan9596 welcome

@ashisharchitecture1603 2 жыл бұрын

Bhut badiya sir...

@pramodpathrikar2497 10 ай бұрын

In design of water tank hydrostatic pressure acts on bottom slab as well as on vertical wall. Direction of hydrostatic pressure varying from o at top to 49 KN at bottom level is shown in global Y downward . Actually this varying water pressure acts on vertical wall horizontally , that is local X direction.. Also to assign this pressure plates of top slab also selected which is not required since this pressure will not act on top slab. So please check. Water pressure of 49 kn/sqm will also act on bottom slab. Your lecture is good but my suggestion is please slow down your speed so that listener will understand in better way. P.B.Pathrikar

@ashrafulalom8797 Жыл бұрын

super sir

@Ankurtheicon Жыл бұрын

If i want to design 100kl capacity tank so bays is taking same as this structure or any other changes apply except dia and height of container wall.

@harshce2896 Жыл бұрын

No of bays along periphery is assumed ?

@fahadhussain1559 2 ай бұрын

First of all I appreciate your efforts, but there are some issues while in the way of your designing: 1. You applied hydrostatic load in all the plates, there was no need to apply hydrostatic load in top dome. 2. You applied hydrostatic load in the vertical walls in GY direction, instead in should be in local Z direction. 3. You should have explained, on how to apply seismic load in the OHT. PS: I don't want to let your moral down, just sharing some corrections.

@gprasadraghavan353 10 ай бұрын

I have a error in define mesh region it says input error: boundary points are not in same plane! And also how to change run structure wizard to change it units to foots to meters

@ttgtonytelugugaming7622 2 жыл бұрын

I need water to drink 🤣🤣

@ankitgarwal2422 11 ай бұрын

Sir please explain you take water density 1000 in n/m3 but in n/m3 water density is 10000 ?

@akhileshpattanaik6938 2 жыл бұрын

Your design is okay. But plz tell me how to make it economical ? Use of M30 concrete is okay but can we reduce it to M25 grade ? If yes then how to analyse that. 🙏 Thanks for such intresting videos.

@kromatism Жыл бұрын

do u think if u make m30 to m25 the analysis methodwill change?

@Ankurtheicon Жыл бұрын

Upto ring beam use M25 and after that in water retaining structure using M30