Video

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 CZcams 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

Very well explained, Thankyou.

Very good explanation, wishing u to continue this type of videos.

When putting support plates inside I-beam columns, is there a standard top and bottom clearance for support plates?

Bracing and unbarring length what is that and what is k factor? How to calculate them practically

For bolts in tension due to the moment, what is the lever arm - the bolt-to-bolt distance or the column depth?

thanks a lot in x direction why load p did not go to colum directly its also short path like the horizontal section , is it deal with stiffness i mean colum size is more than horizontal section if that correct why we dont put the bracing in the first bay to go directly to the first colum . in charvon bracing load p go to horizontal then to node which have shape ^ why he go to one incline direction why its not going to both incline direction .

thank you

You didn’t even mention the “LOCATION” of splice joint in the member

Dude just keep making such videos with great explaination about structural.....out standing explaination with figures and geometry

Very simple and clear, Thank you!

Sir Can You please make a videos regarding "why we are using only angle for cleat and seat" can't we use other than angel and also please make a video about push and pull its confusing Generally we know that bottom flange will under go tension and top compression

Literally, you are amazinggggggg sirrr. Thanks alotttttttt really. Your content and your channel is really really Gold. Long live sir.❤

X bracing is ok as long as bracing are design for compresion also , not only tension.

I had this doubt for a long time like differ b/w development and anchorage length thank you, make more content like this.

What about tension only bracing

Never use that splice, will not transmit full load. We always use end plate moment connection on columns.

Great video! ❤

Or, please refer some page or site to find out examples as per IS code.

Please provide some numerical example as per IS code.

Sir can we get complete connection course

Nice video sir❤

BEST EXPLANTION OF ALL! Thank you. I watched many other videos before yours but this one truly is the best explained

👍🏼👍🏼👍🏼

👍🏼👍🏼👍🏼

Great 👍🏼

❤❤❤❤

is there any calculation? or it is only an assumption? The wall Girts are fixed to the outer flange with some 12mm dia. fasteners, how the girts will restrain the buckling?

Thank you

Your videos are so much informative just wow!!

Hi here, for moment of inertia for circle and as per parallel axis theorem,.. i xx + Ax2 not used? We simply used ax2. And here I xx is pie πd4/64...

5:35 you show a connection with both welds and bolts. This is a bad idea! Bolts fit holes with a certain tolerance (e.g., 1-2 mm), and their friction is often not enough to resist the shear forces in the ultimate limit state. This means that your welds, which are rigid from the start of the loading action, will fail before the bolts slip and start taking significant shear! In other words, bolted connections and welded connections work at different timings and should not be considered simultaneously within the same element. (their contributions to the resistance do not add up: first, the rigid welds take nearly all the loading and then they eventually fail, in a non-ductile way, and only after that do the bolted connections slip 1-2 mm and start taking the loading).

Good content mate