hat's off to you, never saw such series of videos with practical example, keep making such videos for staad also with real life example pictures.

@TonmoyMaity

Жыл бұрын

glad you like it

Pls make more videos on steel structure. Your videos are very very very much helpful. Thanks for uploading

@TonmoyMaity

Жыл бұрын

Glad you like it

Thanks Sir For Valuable knowledge

@TonmoyMaity

2 жыл бұрын

Glad you like it

Very Informative... Thanks...

@TonmoyMaity

2 жыл бұрын

Glad you like it

Sir, Your videos very much helpful. Can you please explain the Lx, Ly and Lz parameter for rafter and which parameter should assign for which member of structure.

@TonmoyMaity

2 жыл бұрын

🆗

Nice video thanks, quick one which chart did you referenced that showed different kl/r ratio for a particular yield strength

@TonmoyMaity

2 жыл бұрын

This is IS 800:2007

Thanks for the video sir..it is really good..kindly do video on staad design parameters such as UNL UNT UNB etc..

@TonmoyMaity

2 жыл бұрын

Okay sure

@Suresh19086

2 жыл бұрын

@@TonmoyMaity thanks a lot

Thanks for the video sir

@TonmoyMaity

2 жыл бұрын

Most welcome

hello sir, Ly and Lz parameters are only for column? or we need to define these values also in beam. Please explain.

@joseh7612

Жыл бұрын

Beam as well

Could you please make a complete detailed video about the releases given in staad pro considering different type of structures

@TonmoyMaity

2 жыл бұрын

It's really tedious..

also you have modeled purlins also....is it mendatory to model purlins or can we simulate the effect of purlin by just assigning the value of Ly to rafter members?

@TonmoyMaity

2 жыл бұрын

No never.. don't model it..just adjust the ly

Thanks for sharing! your VDO is very helpful for young Engineer like me, if you can make the example of steel frame column design with Autodesk Robot is good.

@TonmoyMaity

2 жыл бұрын

Great suggestion!

Now also column height is full height only if want to divide by 2 u should connect bracing at strut location.so then only from strut location bracing will transfer the load to foundation.if u dont provide bracing column will bend between foundation and eave joint only.

Excellent

@TonmoyMaity

Жыл бұрын

Glad you like it 🙏

what is the safest apex deflection limit foe portal frames thanks

@TonmoyMaity

Жыл бұрын

It depends on your code

Pls help me understanding unt and unb also. The design parameters we use in staad

Very informative video

@TonmoyMaity

9 ай бұрын

Glad you liked it

@sachinnegi9754

9 ай бұрын

@@TonmoyMaity sir can you teach me design of steel structure ?? I'll pay for it.

Awesome

@TonmoyMaity

2 жыл бұрын

Glad you like it

What is the connection type btw strut and columns?

Thankyou sir

@TonmoyMaity

Жыл бұрын

🙏

Can you make a video of failure of bracing and column due to biaxial bending and shear??

@TonmoyMaity

2 жыл бұрын

I will try

Lx,Lz,Ly all r depends upon GLOBAL coordinate or local coordinate?

@TonmoyMaity

Жыл бұрын

Global

Sir make videos on RCC structural engineer practical concept and real work explain

@TonmoyMaity

2 жыл бұрын

i will try

Can u plz give an example of the section whose Lx is different from Ly.

@TonmoyMaity

Жыл бұрын

I will try to put a video on this

khub bhalo buhiyecho bhai......eto bhalo dharona boi pore holo na kaj korte korte ?

@TonmoyMaity

2 жыл бұрын

Dada valo lagle ami dhonyo..dutor combination a obossoi.

If the main frame is moment connected then why have you taken the effective length as L it should be 0.65L as for moment connected frame the column is fixed on both side. And for longitudinal direction, column is pin connected so effective length is L

@TonmoyMaity

2 жыл бұрын

correct

@lakshmipriya1676

2 жыл бұрын

Thanks for posting this question. I was also having same concern .now it is cleared .

What about Kz value?

Sir how to decide the column orientation plz tell me

@TonmoyMaity

2 жыл бұрын

Please watch my video : Axis of Structure and you will get your answer.

join korle koto maaash dhore katbe taka ?

@TonmoyMaity

2 жыл бұрын

One time

the lx and ly parameters are with respect to local axis of crossection , not on global axis . Please check I think there is an error in your presentation . Following staaadpro conventions , Z is local axis and is major axis Y is local minor axis X is axis along length Lz is used for buckling length for major axis Ly is used for buckling length about y axis Lx is buckling length for torsional buckling case . Usually ly and lx are same value in cases like for example the column braced by a strut in middle . But again this need not be 100 percent to true , depends on the crossection of strut and connection of strut to web of column .

@TonmoyMaity

2 жыл бұрын

My intention is to convey the concept only.