Пікірлер

• 
  @AdityaGupta-go6yv4 сағат бұрын

  Very well explained, Thankyou.

• 
  @arvindelangovan694122 сағат бұрын

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

• 
  @MarlonCabarrubias-qx2hi3 күн бұрын

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

• 
  @venkatesh22853 күн бұрын

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

• 
  @shubhankarlohani25876 күн бұрын

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

• 
  @TonmoyMaity4 күн бұрын

  Bolt to Bolt distance

• 
  @himodesweet672613 күн 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 .

• 
  @supunprabath913915 күн бұрын

  thank you

• 
  @Sameer.K216 күн бұрын

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

• 
  @91rohannipanikar7118 күн бұрын

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

• 
  @TonmoyMaity4 күн бұрын

  I will try my best

• 
  @F-Khoku21 күн бұрын

  Very simple and clear, Thank you!

• 
  @rajendraprasad244725 күн 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-et1uc26 күн бұрын

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

• 
  @TonmoyMaity4 күн бұрын

  So nice of you

• 
  @probasco186726 күн бұрын

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

• 
  @senthilram772727 күн бұрын

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

• 
  @MyVvek27 күн бұрын

  What about tension only bracing

• 
  @probasco186729 күн бұрын

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

• 
  @lahiruwijesinghe6549Ай бұрын

  Great video! ❤

• 
  @TonmoyMaity4 күн бұрын

  Glad you liked it!!

• 
  @subhajitmukhopadhyay4780Ай бұрын

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

• 
  @subhajitmukhopadhyay4780Ай бұрын

  Please provide some numerical example as per IS code.

• 
  @sports-oh1gpАй бұрын

  Sir can we get complete connection course

• 
  @suvrapyne1932Ай бұрын

  Nice video sir❤

• 
  @TonmoyMaityАй бұрын

  So nice of you

• 
  @SouvikCivilАй бұрын

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

• 
  @TonmoyMaityАй бұрын

  Wow, thanks!

• 
  @axatrathodАй бұрын

  👍🏼👍🏼👍🏼

• 
  @axatrathodАй бұрын

  👍🏼👍🏼👍🏼

• 
  @axatrathodАй бұрын

  Great 👍🏼

• 
  @TonmoyMaityАй бұрын

  Thank you! Cheers!

• 
  @atiqueahmed8201Ай бұрын

  ❤❤❤❤

• 
  @raviprasadvoletiBR16LАй бұрын

  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?

• 
  @tehsoonguan9343Ай бұрын

  Thank you

• 
  @TonmoyMaityАй бұрын

  You're welcome

• 
  @AdityaGupta-go6yvАй бұрын

  Your videos are so much informative just wow!!

• 
  @TonmoyMaityАй бұрын

  Glad you like them!

• 
  @uvaraj6328Ай бұрын

  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...

• 
  @bernamdcАй бұрын

  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).

• 
  @TonmoyMaityАй бұрын

  right.. thanks for your help

• 
  @Memo-bi2tjАй бұрын

  Good content mate

• 
  @TonmoyMaityАй бұрын

  Much appreciated

• 
  @user-pv7ek9jo5uАй бұрын

  AMAZING SIR

• 
  @user-pv7ek9jo5uАй бұрын

  NICE SIR DO YOU HAVE ANY ONLINE CLASS REGARDING STEEL DESIGN

• 
  @TonmoyMaityАй бұрын

  No, sorry

• 
  @chescbАй бұрын

  You have a powerful and pretty concise way to explain the phenomena. Making it simple and delightful to comprehend.Thank you very much for your work.

• 
  @TonmoyMaityАй бұрын

  You're very welcome!

• 
  @user-wn5ej5bp8bАй бұрын

  새들도면 공유되나요

• 
  @santoshvishwakarma3035Ай бұрын

  Thanks sir are you making excellent videos

• 
  @TonmoyMaityАй бұрын

  So nice of you

• 
  @hetul1431Ай бұрын

  Really Appreciate your work 🎉🎉

• 
  @TonmoyMaityАй бұрын

  Thank you so much 😀

• 
  @subhajitmukhopadhyay4780Ай бұрын

  Can shear key be used in pinned column base?

• 
  @TonmoyMaityАй бұрын

  sure

• 
  @ybnrunnerxxx3115Ай бұрын

  This is a question asked for two marks in deploma 6th year thanks sir

• 
  @SouvikCivil2 ай бұрын

  Ohh....thanks sir ...i was waiting for This topic only....

• 
  @TonmoyMaity2 ай бұрын

  Most welcome

• 
  @southpaw81682 ай бұрын

  thank you so much sir for such crystal clear visualisation of such confusing topic.

• 
  @TonmoyMaity2 ай бұрын

  You are most welcome

• 
  @southpaw81682 ай бұрын

  @@TonmoyMaity keep sharing your knowledge sir 🙏🏻

• 
  @SHLee142 ай бұрын

  Ok

• 
  @gekkeman99412 ай бұрын

  Practice your pronounciation and don't ok after avery sentence, nevertheless good video

• 
  @TonmoyMaity2 ай бұрын

  sure sir 😊

• 
  @umeshseetha1012 ай бұрын

  Why we should keep 2mm gap between two members in splice?

• 
  @TonmoyMaity2 ай бұрын

  to eliminate thermal stress

• 
  @probasco186729 күн бұрын

  ​@@TonmoyMaity Thermak stress is allways there.

• 
  @RakeshPal-fg8fm2 ай бұрын

  Sir, please make the video on effect of water table on foundation & how we design considering what type of forces.. 🙏

• 
  @Luthfi99772 ай бұрын

  thankyou sir.

• 
  @TonmoyMaity2 ай бұрын

  So nice of you

• 
  @uvaraj63282 ай бұрын

  Can you provide calculate strength of concrete for each case

• 
  @sandeepsahay12992 ай бұрын

  Very nicely explained. Pl. Explain pin joints , fix joints , how the liaf transfer through this.

• 
  @TonmoyMaity2 ай бұрын

  will try