Nicely explained

Thank you. Learnt so many things

Do you have any reference or explanation on how to cover the steel beams and columns with concrete pouring as shown at 1:02 sec of this video? Thank you.

thank you so much!!!

Hi, could you pl let me know, when to consider Ky parameter and Kz parameter in STAAD-Pro?

Pls hindi

sir how to give parameter lz,ly,unt,unb,kx,ky etc

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fantastic ....... load path is importang for every steel structure now i understood well

load flow is important

no one teach like this concept wise thanks lot

fantastic explaination sir

How is it connected? The bolts don't even pass through the flanges (or the webs).

Thanks 👍

you have an amaizing videos, well explained and very practical. can i ask why in the seated connection the cleat angle can't act as moment connection? i saw the video but if in design the bolts/welds in the cleat to manage with the tention force (of course also stiffner in the column) what is the concerns in that matter? in the seated angle it's only compression so it's not a major problem to deal with those force/

Beautifully explained. I was having a hard time grasping this concept. Thank you good sir.

great video .... really informative and really enriched my knowledge about anchorage in general

Excellent explanation . Lot of learning in less than 10 mins. Keep up the good work

Is it free ?

Kute tara thamnal dakh kr bachy dargay😮

Very well explained..

Stud welding work very good 🎉🎉🎉🎉🎉🎉

Nice explanation Sir

Very nice explanation Sir

sir i want to ask that do prying forces only occur in HSFG bolts or in both frictionless and friction bolts?

Nice information Sir

Stair angle = 33° Length = 2995 mm

Keep going my friend

Good explanation helped me a lot

Thank you

amazing video! if the enclosed stone things in the real life picture are future columns, theyre very close to eachother and actually look IN FRONT of the beam compared to the software picture where the columns are directly IN LINE with the beam. can you please clarify this ? im very confused about that part.. other than that amazing video as always. love your channel.

One more question please arrange the bracing on the DS/ES steel structure 😅

thanks a lot can you explain the concept of designing shear wall due to vertical load ,moment ,shear and stability ,buckling and overturning and which limit of building height we can use shear wall and where is the maximum shear stress has been happen in shear wall also you know we pour shear wall as part with every floor so is the any condition for rebar we can use in this area ,also is there any effect if there is a cantiliver come out from shear wall also please why we use some time couple shear wall connect with beam and sometime we use core

nicely explained

This channel is such a great find... nicely explained 👍🏻

What is the life of elastomeric bearing-- How is it changed ?

Best

at @12.05 this means that distance from the neutral axis should be lesser to have an higher section modulus ?

Nice Explanation ❤❤❤

Thank you and I hope you can continue to make videos

Thank you

Superb strl expln best engineer

Sir can u please make a video on how to draw bending moment of frame or any other structure quantitative....im unable to understand the thought process to judge the bending moment of complex structure......what steps do we follow while drawing bending moment....😢i Have seen a lot of video on KZfaq but could understand properly....plzz make video sir.....🙏

Hey grder

Does global and local axis make any sence in structure?

Great video!!! Mutch respect!!!

Best explanation 👍🏻

How to achive fix and pin support in rcc foundation

If bracing was rods, then they aren’t designed to take any compression. The load path would change. Could you please do a video with that?

Awsome bro