3 lakh capacity water tank design by staad pro v8i software | civil engineering

3 lakh capacity water tank design by staad pro v8i software | civil engineering | water tank design|

Рет қаралды 12,914

3 жыл бұрын

#watertank #staadpro #civilengineering
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Пікірлер: 31

@AdityaKumar-gz3hc 3 жыл бұрын

How to find reinforcement of slab and water tank rcc wall ?

@sudiptagogoi8420 3 жыл бұрын

You are an inspiration sir...looking forward to work with you

@civilengineeringbyshravan9596 3 жыл бұрын

Always welcome

@Lutfimized 10 ай бұрын

Excellent presentation of building the model. You come across as an expert modeler. The only observation and advice, from someone who used to teach, is slow down a little.

@rajaryan1013 2 ай бұрын

Can you please explain plate orientation

@muskanbasumatary2783 4 ай бұрын

Why do we put mesh?

@jayashreebhosekar9714 2 жыл бұрын

Why the parapet wall is not modelled? As per the standard practice, parapet wall shall be around the bottom ring beam from outside i.e. cantilever slab and at end of the cantilever, parapet wall is provided. If one can see, the parapet wall is replaced by handrails at the end of cantilever slab at the location of bottom ring beam. Likewise on the top ring beam also only handrail is provided with landing width of cantilever slab. The entry on the tank floor and top being restricted (except Veeru in Sholey). The cantilever will induce torsion in the ring beam at bottom. Please explain.

@ashwinsisodiya6698 Жыл бұрын

but i have RCC tanks with circular colums please specify this how to convert rectangular coloum area to circular coloum

@karthigab7345 Жыл бұрын

Error - The design moment exceeds limiting moment of resistance for elements .. how to resolve it sir?

@ashwinsisodiya6698 Жыл бұрын

IS 456 not listed in my STAAD PRO please help me out

@civilengineeringbyshravan9596 Жыл бұрын

Click on the design on the left hand side screen

@mr.selfish_0725 10 ай бұрын

Sir , can I get notes

@chandankumarmajhi3150 2 жыл бұрын

Sir if in design like applaying all the concrete properteis after run the analysis error found how to solve

@masoom_larka 2 жыл бұрын

How to check steel detailing of cylindrical portion of tank?

@khalidsikandar6772 3 жыл бұрын

is this design in Etabs ?

@Er.Rahulkuvalekar Жыл бұрын

Hydrostatic pressure is higher at the bottom side of tank and above it get decrease so w1 will be -49.090 and w2 will be -1

@jaishreesingh4308 Жыл бұрын

Sir, I want to learn staad.

@saikatbiswas4207 8 күн бұрын

Can you send me the soft copy of the water tank design

@civilengineeringbyshravan9596 7 күн бұрын

Please once pin to my mail

@chandankumarmajhi3150 2 жыл бұрын

ASSIGN TO PLATE CURSOR IS INACTIVE WHEN APPLAYING PLATE THICKNESS WHAT TO DO

@MohitSharma-ib7uq Жыл бұрын

Can you do this mannualy

@KanchanSingh-we6jz 2 жыл бұрын

Mere me 4 load apply nhi ho raha hai ????

@abhishek10120 Жыл бұрын

Brother the error was showing - “ THE DESIGN MOMENT EXCEEDS LIMITING MOMENT OF RESISTANCE FOR ELEMENT “ Please help me my project is tommarow and i repeat again and again but error is same

@sriharinaidu9495 2 жыл бұрын

is this circular overhead tank

@civilengineeringbyshravan9596 2 жыл бұрын

Yes

@shirishareddy348 2 жыл бұрын

After analysis design we get so many errors how to solve it ?

@civilengineeringbyshravan9596 2 жыл бұрын

Already uploaded video in my channel check it kzfaq.info/get/bejne/gtNdg7xjl8DPZok.html

@gaddamvamshi2106 2 жыл бұрын

Bro manual calculation pdf send me.please

@harshmewada4213 4 ай бұрын

STAAD-2D ERROR *** SPACE FRAME, SOLID AND PLATE ELEMENT, DYNAMIC ANALYSIS ARE NOT AVAILABLE IN STAAD-2D its showing like that can anyone please help me.