Пікірлер

• 
  @arbaaz19915 сағат бұрын

  Nice explanation sir

• 
  @arbaaz199Күн бұрын

  Really helpful sir i have been following you from so long the kind of videos you provide no other provide like this your are giving benefit to those who doesn't afford course fees but they want to do big in life.. Really appreciate your hard work you put. Thanks ❤

• 
  @MrAnubhav1163 күн бұрын

  I followed all the process but this type of detailing output not coming

• 
  @wns121211 күн бұрын

  Can you share the dwf file for easy follow through?

• 
  @david_nweke12 күн бұрын

  How do I go about a timber truss? or should I just simulate the hipped roof as a slab for the design?

• 
  @suleimannusta739313 күн бұрын

  RCDC is not designing eccentric footing even i have provided set plan limits

• 
  @syedhassanraza52914 күн бұрын

  Sir why joint load is not considered in seismic defination

• 
  @MainakChoudhury14 күн бұрын

  It's member weight method, joint weight is considered only if we do analysis by joint weight method, both are correct

• 
  @arbaaz19914 күн бұрын

  Very informative sir thanks ❤

• 
  @sabarinathan534416 күн бұрын

  How to check stability 1.Overturning 2.Sliding 3.Uplift For Isolation and Mat Footing

• 
  @suryakantabiswal917218 күн бұрын

  Very bad rod binding......where is L/4 and L/5....not as much strong

• 
  @ashutoshjagtap86523 күн бұрын

  Sir link for wind load excel please!

• 
  @MainakChoudhury22 күн бұрын

  docs.google.com/spreadsheets/d/1lBWWB7Ma7DALfSSUGMoPep4TfD0wC5r-/edit?usp=sharing&ouid=112936891867462323422&rtpof=true&sd=true

• 
  @ashutoshjagtap86523 күн бұрын

  @ 22:35 with reference to the the two vertical beams on which the horizontal beam(whose moments we've released),should'nt those beams be continuous?

• 
  @MainakChoudhury22 күн бұрын

  They are continuous, but to the best of my knowledge, if there is any secondary beam, they have to be modelled like this. I can be wrong, please check from other sources.

• 
  @ashutoshjagtap86523 күн бұрын

  Keep Bringing More Such Content Sir!!! 💯👍

• 
  @shaikimammohidin851927 күн бұрын

  Where is the part - 2 bro...!!

• 
  @subhajitmukhopadhyay478027 күн бұрын

  where is the loads on roof over shear wall panel?

• 
  @254newsfeedsАй бұрын

  i really like the way you teach. Please to how you detail drawings complete and how you utilize all the complete suite i.e. TSD, TS, and Tedds for calcs report.

• 
  @syedameerbasha7492Ай бұрын

  sir wind loads excel sheet

• 
  @MainakChoudhury22 күн бұрын

  docs.google.com/spreadsheets/d/1lBWWB7Ma7DALfSSUGMoPep4TfD0wC5r-/edit?usp=sharing&ouid=112936891867462323422&rtpof=true&sd=true

• 
  @pranavkumar9785Ай бұрын

  Wow sir new channel now..

• 
  @Pgan803Ай бұрын

  StaadPro very difficult with modelling, always Instability and Zero Matries. Its not Auto Correction or auto identify. Not user friendly for more complex framing. Not recommended

• 
  @MainakChoudhuryАй бұрын

  Thanks for sharing your opinion

• 
  @UCEDibakarАй бұрын

  ❤❤❤

• 
  @TPFFounderАй бұрын

  Sir.can you used to do design of house construction structure?

• 
  @TPFFounderАй бұрын

  Sir.make video about G+1 building construction of house and totally cost of the house including false cylling and moduler kitchen too.

• 
  @TPFFounderАй бұрын

  Well explained sir..in next video example about highway rule construction of building near NH side.

• 
  @BhavinKumar-gt4yiАй бұрын

  Sir can we use insertion point Method to offset beam and columns while modeling ,is there any difference in centerline modeling and insertion point

• 
  @pocketbtc7636Ай бұрын

  How can i contact you. I need you to create my own g+2 building structure drawing from floor drawing. I will cover your valuable time cost.

• 
  @MainakChoudhury22 күн бұрын

  Please Contact any local consultant in your area, I am not available due to my commitments

• 
  @jking5390Ай бұрын

  Punching Shear Design, not cek Sir?

• 
  @shanusheikh9995Ай бұрын

  sir har floor me column ka area of steel alag a raha he niche wale floor me kam a raha he or upper wale floor me steel boht a raha he . isme kya porblem a rahi he

• 
  @Die-wissenschaftАй бұрын

  Please sir make a complete video on g+21 in etabs with lift overhead tank and basement

• 
  @loveiopen4829Ай бұрын

  Do you have any building design with ANSI code?

• 
  @MainakChoudhuryАй бұрын

  No, do you want one?

• 
  @vedantpancholi6097Ай бұрын

  HELLO SIR, I WANT TO INSTALL STADD PRO CONNECT EDITION WITH RCDC SOFTWARE WILL YOU PLEASE SHARE ME THE PROCESURE AND LINK.

• 
  @triplenation.49512 ай бұрын

  How much distance required from the main road to construct a 3storeyed building

• 
  @MainakChoudhury2 ай бұрын

  1.8 m

• 
  @BoBbYRaNa2 ай бұрын

  Sir detailing rcdc m sheet m kse present krna hota pura ek vedio

• 
  @MainakChoudhury22 күн бұрын

  Hoga bhai

• 
  @BoBbYRaNa2 ай бұрын

  ❤❤❤❤❤

• 
  @yammoktan90712 ай бұрын

  At 0:24 sec while export data MDB Etabs tables to access is hide why sir how to enable it

• 
  @arbaaz1992 ай бұрын

  Interested on roof design sir plz make a video on this

• 
  @jayantashil13902 ай бұрын

  12 mm steel diya hoibo ni

• 
  @user-ld4ih3jh8o2 ай бұрын

  Hello, I want to run a MODAL Analysis and calculate the Modes of the structure by simulating the soil as here. Do anyone know why the "Mass Participation Ratio" with this method is too low (5-10%) ? Is it not possible to run a Modal Analysis with this method?

• 
  @sougatadas68792 ай бұрын

  Deleting floor beams the floor load will not come on walls, how will you cope with that?

• 
  @MainakChoudhury2 ай бұрын

  One solution is to design the building separately with those beams and ensuring that it's safe. Though it's not a very efficient way but it will get the job done.

• 
  @T_Nath2 ай бұрын

  Very good presentation. However, for beginners, it is a bit problem to catch the lessons quickly as your video is speedy.🙏🏻🙏🏻😊😊

• 
  @MainakChoudhury2 ай бұрын

  Ok sir, will try to make a series for beginners as well. Thanks for the comment

• 
  @UCEDibakar2 ай бұрын

  Sera Dada❤‍🔥

• 
  @arbaaz1992 ай бұрын

  Can u plz provide excel and cad drawing file

• 
  @MainakChoudhury2 ай бұрын

  Sorry this Excel sheet was purchased from someone, so can't share it. You can download any simple one.

• 
  @vinaysharma8975fdydtidyidetyXАй бұрын

  You can sell me

• 
  @TheKarthi1252 ай бұрын

  THANK YOU SIR

• 
  @tejashrigulve77532 ай бұрын

  Hi can you share the step by step procedure in pdf format which i can see in video. It will be helpful to me as i am working on SSI

• 
  @RahulPardeshi-zw2tw2 ай бұрын

  Sir plz upload simple g+2 project stadd+rcdc

• 
  @MainakChoudhuryАй бұрын

  Uploaded especially for you, except for the RCDC part.

• 
  @TheKarthi1252 ай бұрын

  Thank you sir

• 
  @pawzone41343 ай бұрын

  randomly doing things without any explanation or detailed steps, he is just using the software it is no course disappointed

• 
  @MainakChoudhury3 ай бұрын

  Sorry

• 
  @BhavinKumar-gt4yi3 ай бұрын

  Sir recently i have made a more complicated hip roof truss design but some of my members failed i will send that etabs edb to your email will check where i am making mistake

• 
  @husseinayad53283 ай бұрын

  Please add this drawing attachment to download thank you

• 
  @TheKarthi1253 ай бұрын

  ❤Thank you sir