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 RU-vid 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 👍🏼