Thanks alot, very well explained for newcomers like me. Super thumbs up.

Hello Amazing work Kindly make a video on the 1st part of this video i.e ( assigning values of length of beams and columns and theur numbers

Very good explanation sir, thanks for makeing this video. Very helpful for me 🙏

Bro shall we assign Masonry for Brick walls in section properties? If we assigned masonry means, is that necessary to provide wall load on beams or not? Mine 2017 version

Thans a lot,bro very gud explnation for knowing software procedure

Shravan sir its very helpful to the Students want to learn CSI Etabs. Plz make a Proper Design video on G+3 with CSI Detailing.

@civilengineeringbyshravan9596

3 жыл бұрын

As soon as possible

very helpful and excellent explanation 👏👏👏👌

one of the best video i have ever watched

wonderful work on etabs bro. can you help us with soil foundation design for this particular str.. Thank you

very informative!!! thanks!

Thank you very much sir for the informative class

Thank you sir you are explaining very well

sir, we provide unconfirm bars and spacing before design then ETBS after checks gives us what to provide exact, is like that?

Hello sir. Its interesting presentation. My question is that, how can we check different parameters like drift check and stability of the building according to the code. ?

Very nice video👍I am totally unknown for this software but now I learn lots of things from this video😇💯

@civilengineeringbyshravan9596

3 жыл бұрын

Happy to help

@techbyraghu7765

2 ай бұрын

Hi Gm Send about e tabs notes , plzz mam

thank you so much sir all the best for your future

Sir i have question that, do we need to specify diameter of bar to be provided and how much bar should be in a particular column or software takes it as per dimensions of building,?

Presentation was very good. Please clarify whether the software will not calculate the self weight of the members.

Good work .this video is very helpful for beginner of stad Pro software . it's very helpful and again' good work. Keep it up . 👌👌

@civilengineeringbyshravan9596

2 жыл бұрын

Thanks and welcome

Simply Amazing

Very nicely explained sir i am impressed

hello sir, i have 1 doubt you are not considered floor finish dead load, and i have 1 doubt etabs will calculate self weight of concrete automatic, you added extra for columns, beams, slab

Why you should not pass the members in Design to which is size is capable to take load or withstand in given load case. After Designing can we need to pass the members for provided section sizes ?

Nice explanation sir..👍

thanks a lot brother one of most detailed well explained video @ civil engineering by Shravan truly thankful

@civilengineeringbyshravan9596

3 ай бұрын

You are most welcome

Dear Bro. Kindly make the video of structure design by Struds software.

Thank you very nice presentation

@civilengineeringbyshravan9596

3 жыл бұрын

You are most welcome

Nice video thank you

How to find Damping force, stiffness, and Damping coefficient

Teaching skill is very good sir. Wind load acts ground to top but you assign the load from base to top. Plz suggest. Thank you sir.

@pdcetwatch

Жыл бұрын

Thanks for your asking , you mentioned good point, programm calculate automatically

You have assigned load multiplier 1 for dead load. Then why you're assigning loads for beam, column, slab manually? software will generate dead loads for members itself according to member sizes and density. What do you think?

@Deep_Villa_for_sell

Жыл бұрын

Yes it is absolutely right, in etabs we don't need to add any self wt. of structural members it will be automatically calculated and considered by software. We just need to add superimposed load like wall load on beam and floor finishing load on slab.

Very Very useful Tutorial

Great job sir . please make a video on g+1 story manual design

Will the report part consists of drawings ?

Great tutorial

Good work bro❤

Sir I unknowingly changed some of the setting in etabs ... Now I need to change to original default settings can u please explain me how to do that

you have kept self weight multiplier as 1 for the dead load case. this means that the software will automatically calculate the dead loads of bems and columns. then why are you again applying dead loads?

@Wanderlust884

2 жыл бұрын

I am having the same doubt??

@rajuyadav111

2 жыл бұрын

You can define other load as super dead load Having multiplayer factor zero

@ShaikArifpasha-xc1yn

10 ай бұрын

Because he don't know etabs..he came from staad pro😂

I am doing a comparative study of 50+ storey structure with viscous fluid damper in Etabs. So I need to get how these parameters which is to be entered while selecting damper properties in Etabs? Also i want to know how can we find number of dampers required in a building?

@vikrantchaudhary880

2 жыл бұрын

assign spring support having spring constant equal to dampers stiffness

nice keep up ,plz make a complete video for slab and stairs

@civilengineeringbyshravan9596

2 жыл бұрын

Sure I will

❤very helpful

Very useful, Thank You

@civilengineeringbyshravan9596

Жыл бұрын

Glad it was helpful!

in my software the detailing option is not showing is there any setting to enable that??

In my etabs 2018 detailing tab is not showing. Is it adds in?

at story first is there slab? as you draw in your modeling

Hey sir, Rebar selection rule for column It's not shown in my design option plead help me.

Bro one request pls explain slowly. It's mush useful for viewer's

Do we need to apply floor load on Ground floor as you have applied?

@vivekdwivedi9308

Жыл бұрын

NO

Great

Thank you 🔥

@civilengineeringbyshravan9596

3 жыл бұрын

You're welcome 😊

Sir great tutorial but I am facing issue while assigning frame properties. While changing the rebar properties for the time being it is changing but later on on selecting it again the properties are again set to default please help me sir...🙏🏻

You are awasome. Do we have some classes paid kind??

How to analyse a beam of two different I (Moment of inertia; I and 2I) . Thanks in advance

Sir I have installed etabs ultimate 18.1.0, in this detailing option is not shown sir

How can we assign joint load if the joint is cantilever

clear explanation.

@civilengineeringbyshravan9596

2 жыл бұрын

Glad you think so!

bro im using etabs 2023 in that rebars sections rules merako show nehi kartha

Amazing ❤️

@civilengineeringbyshravan9596

2 жыл бұрын

Thank you

Nice Explain❤

@civilengineeringbyshravan9596

2 ай бұрын

Glad it helped

Excellent explanation

@civilengineeringbyshravan9596

Жыл бұрын

Glad it was helpful!

While assigning columns, u had assigned all at its CG ..! Actually it's not like that na..if columns will be flushed at any of face then it shall not be at CG location, while assigning..as it will give different results in modal mass participation..due to change in CG & CR. I guess shall be location with offset command. Pls comment

Why do we assign dead load after assigning self weight of structural elements.? @ 22:06

Good Job

Great work sir 😊

@civilengineeringbyshravan9596

Жыл бұрын

Thanks 🙂

Sir any one video soil interaction pls and what is soil interaction process in etabs

like What are the basics you need to learn to produce a , or setup it. Also I need to learn how to add soft notes to a .

thanks it was a great tutorial but can you explain the color of bams and columns what are they refer to? sometimes columns are red , pink and also i have seen black

@vivekdwivedi9308

Жыл бұрын

RED = FAILED OR OVERSTRESSED COLUMN, PINK = PASSED MEMBERS

If I construct 20 x 20 feet room using load bearing walls without columns, What will be the spacing between beams for slab and size?

@pdcetwatch

Жыл бұрын

No need beam , wall act like beam to transfer load ground,

How to know whether building is safe on those dimensions provided for beam, column and slab???

@AdityaKumar-iy5jw

2 жыл бұрын

Same question here

Rebar selection rule for column option is not showing in my software 2013 version. Can you help me?

For bottom storey there will be no slab I think and what about wall load? One more thing after analysing the structure how we can confirm that our structure is safe ? Etabs calculate dead load or structure load itself i think .. for slab we need to add if floor finish is done and water tank load if its.

the dead load already included the self-weight, so adding additional DL is double counting

On my design I have 250*450mm columns I want to snap at only 100mm so they align with exterior wall edge, how do I sort this out with going again the software

thanks for yours videos .Do you have any course in spanish?

Very impressive 👌👍👍

@civilengineeringbyshravan9596

5 ай бұрын

Thanks a lot 😊

I am getting 2 model errors what should i suppose to do and after running the program only slab is deflecting up and down no movement of columns and beams

@civilengineeringbyshravan9596

9 ай бұрын

Send me screen short to my mail once

Hello sir, why didn't we took factored load while assigning loadings. Does ETABS calculate factored load directly? Or do we have to take factored load in consideration as well while assigning loading values.

Thanks

@civilengineeringbyshravan9596

6 ай бұрын

Welcome

After analyze I am not getting the deformation results what to do

Standard sizes of columns followed are like 200x350 200x450 200x600 etc.

@bnks5693

6 ай бұрын

Please refer IS 13920 for minimum column sizes

Why you applied self weight of beam and col and slab ,is it automatically take or not ..

@msuryashekar5504

2 жыл бұрын

You are right. Even I was confused, why he is calculating self weights.

Sir Please make a video Staircase design

Bro, How your Pre-Recorded Videos for Gold membership different from that of your KZread videos??

@structures-rw6nj

3 жыл бұрын

kzread.info/dash/bejne/gWSqwciNebrAcqQ.html

Best video

Sir how to view applied loads in ETAB model? If any model is completed for all load cases

rebar section rule option is not showing in etabs 16.0.0 version ..what to do now

Greetings Please frame property I saved as colum is behaving like beam, how do I sort this out

If size of column changes then how we do orientation of columns

how we will assign slab reinforcement ??

Bro I'm getting miStartConcreteDesignCheckofStructure What to do now????please

Tekla vs etabs which one is best..?

How u calculate live load in Value in for general residential and commercial building

Can you share the edb model file? Please, I need it for my exercise. Thanks alot

I think confinement rebar grade we need to take 250 if I'm not wrong

How to remove 14mm bar bcoz its not existing in practical work

Sir I'm in final year civil( b.Tech) order of learning software for civil engineering

@risky_world5692

2 жыл бұрын

AutoCAD (must) Staad-Pro ETABS Revit MS Project Primavera (if needed) 3D Max if required.

Why is that the my animation is not working? Only music plays and structure remains still

Instead of steel you should have done with rebar HYSD500, you've changed the properties

Footing size designs ela design chestharu...

Hlo sir , why can show us the slab reinforcement also and slab section also