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.
@mohsinbinalilatif8418 күн бұрын
One more question please arrange the bracing on the DS/ES steel structure 😅
@himodesweet67269 күн бұрын
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
@southpaw816815 күн бұрын
nicely explained
@southpaw816815 күн бұрын
This channel is such a great find... nicely explained 👍🏻
@a.p.sarkar396715 күн бұрын
What is the life of elastomeric bearing-- How is it changed ?
@eshance-094417 күн бұрын
Best
@sambot454718 күн бұрын
at @12.05 this means that distance from the neutral axis should be lesser to have an higher section modulus ?
@Arnav200918 күн бұрын
Nice Explanation ❤❤❤
@Szhihihihihihi20 күн бұрын
Thank you and I hope you can continue to make videos
@Szhihihihihihi21 күн бұрын
Thank you
@mohanbabupm577823 күн бұрын
Superb strl expln best engineer
@91rohannipanikar7125 күн бұрын
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 KZbin but could understand properly....plzz make video sir.....🙏
@user-pq1vg7vj9b25 күн бұрын
Hey grder
@Er_sanjay_blogs26 күн бұрын
Does global and local axis make any sence in structure?
@jesustraviezo885226 күн бұрын
Great video!!! Mutch respect!!!
@lahiruwijesinghe654926 күн бұрын
Best explanation 👍🏻
@tejdarji483527 күн бұрын
How to achive fix and pin support in rcc foundation
@lahiruwijesinghe6549Ай бұрын
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?
@madankumar6466Ай бұрын
Awsome bro
@AdityaGupta-go6yvАй бұрын
Very well explained, Thankyou.
@arvindelangovan6941Ай бұрын
Very good explanation, wishing u to continue this type of videos.
@MarlonCabarrubias-qx2hiАй бұрын
When putting support plates inside I-beam columns, is there a standard top and bottom clearance for support plates?
@venkatesh2285Ай бұрын
Bracing and unbarring length what is that and what is k factor? How to calculate them practically
@shubhankarlohani2587Ай бұрын
For bolts in tension due to the moment, what is the lever arm - the bolt-to-bolt distance or the column depth?
@TonmoyMaityАй бұрын
Bolt to Bolt distance
@himodesweet6726Ай бұрын
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 .
@supunprabath9139Ай бұрын
thank you
@Sameer.K2Ай бұрын
You didn’t even mention the “LOCATION” of splice joint in the member
@91rohannipanikar71Ай бұрын
Dude just keep making such videos with great explaination about structural.....out standing explaination with figures and geometry
@TonmoyMaityАй бұрын
I will try my best
@F-KhokuАй бұрын
Very simple and clear, Thank you!
@rajendraprasad2447Ай бұрын
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
@PraveenKumar-et1ucАй бұрын
Literally, you are amazinggggggg sirrr. Thanks alotttttttt really. Your content and your channel is really really Gold. Long live sir.❤
@TonmoyMaityАй бұрын
So nice of you
@probasco1867Ай бұрын
X bracing is ok as long as bracing are design for compresion also , not only tension.
@senthilram77272 ай бұрын
I had this doubt for a long time like differ b/w development and anchorage length thank you, make more content like this.
@MyVvek2 ай бұрын
What about tension only bracing
@probasco18672 ай бұрын
Never use that splice, will not transmit full load. We always use end plate moment connection on columns.
@lahiruwijesinghe65492 ай бұрын
Great video! ❤
@TonmoyMaityАй бұрын
Glad you liked it!!
@subhajitmukhopadhyay47802 ай бұрын
Or, please refer some page or site to find out examples as per IS code.
@subhajitmukhopadhyay47802 ай бұрын
Please provide some numerical example as per IS code.
@sports-oh1gp2 ай бұрын
Sir can we get complete connection course
@suvrapyne19322 ай бұрын
Nice video sir❤
@TonmoyMaity2 ай бұрын
So nice of you
@SouvikCivil2 ай бұрын
BEST EXPLANTION OF ALL! Thank you. I watched many other videos before yours but this one truly is the best explained