THANK YOU SO MUCH, may good bless you. What an easy to understand explanation.
@TonmoyMaity5 ай бұрын
Glad it was helpful!
@rittickchatterjee82506 ай бұрын
THANK YOU VERY MUCH, JUST GONE THROUGH THIS VEDIO, VERY INFORMATIVE, I WANT SOME INFORMATION OF FRAME MADE OUT OF C CHANNEL, STRUT AND BRACINGS CRITERIA, ARE THEY SAME AS THE I BEAMS. CAN YOU MAKE A VEDIO OF C CHANNEL FRAME, THEIR STRUT POSITION AND BRACINGS.
@huzefakajalwala7816 ай бұрын
Sir very nice explanation One request is to make a video on tension only bracing.
@TonmoyMaity5 ай бұрын
Okay sure
@niharikarajesh53112 жыл бұрын
Sir, your video is really helpful for all of us. Thank you very much. Can you please explain about the concept of seismic dynamic analysis and static analysis by visual explanation and also by Staad pro please
@ahmedyaqub2377 Жыл бұрын
How can I prevent cracks in partition walls due to deflected structural beams' interaction?
@khushpatil7262 жыл бұрын
Thank you🙂 Keep making such videos.
@TonmoyMaity2 жыл бұрын
Thank you, I will
@singhbrajesh892 жыл бұрын
Truly a gem
@TonmoyMaity2 жыл бұрын
Glad you like it
@sagarkharva44712 жыл бұрын
Sir can u please make video on load dispersion from floor to column.. or like if equipment supported on diagonal beams which are supported by secondery beams!! Than how load dispersion taken place on floor, from in steel technological structure!
@TonmoyMaity2 жыл бұрын
ok
@vishnudas-lu1pe2 жыл бұрын
Thank you sir ,,,
@TonmoyMaity2 жыл бұрын
🙏
@rebellischercherub849 Жыл бұрын
incredible! thanks!
@TonmoyMaity Жыл бұрын
Glad you liked it!
@danalemu16316 ай бұрын
If one side is no purlin how can we put bracing
@TonmoyMaity5 ай бұрын
normally purlins are connected with flange whereas bracing is connected with web
@prashantsrivastava3722 жыл бұрын
very helpful
@TonmoyMaity2 жыл бұрын
Glad it helped
@strarcture_works2 жыл бұрын
Do a video on calculating safe section of steel braces.
@TonmoyMaity2 жыл бұрын
I will try
@strarcture_works2 жыл бұрын
I'll appreciate it, thank you
@nupurdas54132 жыл бұрын
Sir please make vedio on eccentric footing
@TonmoyMaity2 жыл бұрын
I will
@singhbrajesh892 жыл бұрын
Hey, what's up in membership.Kindly share.
@thienlitming98432 жыл бұрын
Nice video..
@TonmoyMaity2 жыл бұрын
Thanks
@mekafime2 жыл бұрын
hi man, a great video !!! please i tried to model bracing roof (rods) but in sap2000 takes compression loads ... how could to model ?
@TonmoyMaity2 жыл бұрын
I prefer to design them by hand calculation
@mekafime2 жыл бұрын
@@TonmoyMaity ok, and how could give the rigidity to the model from rod bracing roof?
@TonmoyMaity2 жыл бұрын
@@mekafime model it as axial member
@afsalafzz18042 жыл бұрын
Can u explain fabrication drawing details
@TonmoyMaity2 жыл бұрын
I will try
@parishithjayan Жыл бұрын
Your explanation of providing a bracing on the front gable end wall (termed as entrance bracing) at (2.03 time stamp) seems to be misguiding. It is mentioned that it is a "post and beam endframe", which means that it is not a moment resisting frame which could take lateral loads, they are just a simply supported columns and rafters. So, in order to resist the lateral load from the side wall, they require bracings. And that is the reason it is provided. If the gable frame is a Moment resisting frame (or continuous beam end frame as mentioned in the picture), then in that case, that bracing is not required, even if there is very large opening in the gable end wall. Also, explanation regarding the crane bracings and providing the bracing in pen-ultimate bays seems to be vague. Please don't misguide your subscribers by producing a content which you don't have expertise on.