Lateral Torsional Buckling II Pure Conceptual

[@aviash01]

Helping a lot.. One of a kind channel in the herd to stand out.

[@TonmoyMaity]

Glad to hear that 🙏

[@sulaikhakh8219]

Hi Recently I started to watch your KZbin videos on structural design. Iam so inspired by your amazing knowledge. Now iam started to watch one by one. From each videos, iam getting information and knowledge like a piece of cake. The same things were I tried to understand in one or the other way. But it was so hard for me to get the concepts and the reason behind. I don't know how thank you. You are Doing a great job. God bless you. Really amazing Thank you

[@TonmoyMaity]

Glad to hear 🙏

[@uvaraj6328]

Super concept...inspired.

[@anandjamdade9156]

Nice information Sir

[@TonmoyMaity]

Thanks

[@georgemacharia2394]

superb

[@georgemacharia2394]

great

[@neerajtiwari001]

Very nice explaining 👌 ❤

[@TonmoyMaity]

Glad you liked it

[@منوجهةنظري-ر4ص]

Thanks for brief and clear explanation

[@TonmoyMaity]

Glad you like it 🙏

[@anunoyster]

Great!

[@克拉不啊]

Liked it

[@Mnbv-t1s]

Very good video..kindly do short video on parameters such as UNT UNB Ly Lz etc... please do i have been asking since last two videos

[@TonmoyMaity]

Ok sure..next video is going to be about parameters

[@Memo-bi2tj]

Good content mate

[@TonmoyMaity]

Much appreciated

[@pallavisao9613]

Amazing video sir 👍

[@TonmoyMaity]

Glad you like it

[@doortry3879]

Hi sir, Please refer which book can be used for design steel and RCC..

[@BlueDogTabby]

Thank you

[@TonmoyMaity]

You're welcome

[@chachaman4980]

Thé failed beams had cross members to restrain them in the transverse direction. Why did they fail?

[@sankalpagrawal9868]

slab over the bridge, doesn't it provide lateral restraint to the beam??

[@TonmoyMaity]

Practically provide some sort of resistant in the form of diaphram action..but it is ignored as concrete crush much before steel yield...Still, please consult a competent person as its a subject of advance topic.

[@rohonroy2301]

Dada if the lateral support is shear connection then can it prevent lateral torsional buckling that much? Or We have to provide horizontal bracing for triangulation & break this Lx

[@TonmoyMaity]

Great question..i will try to put a video on this..

[@nithishkumars26]

Can u please tell me the symbol of site bolt and shop bolt

[@nomadicmritunjaya774]

Bro , why you stopped uploading

[@TonmoyMaity]

Due to some personal issue..now everything is fine..thanks for supporting

[@Szhihihihihihi]

Thanks!

[@TonmoyMaity]

🙏

[@Szhihihihihihi]

Can you please also release a video to explain about Flexural Torsional Buckling ? Thanks !

[@sulaikhakh8219]

Can you please do a silo foundation design

[@neerajtiwari001]

Please make a video on Box column & box beam sir

[@neerajtiwari001]

Full analysis

[@mhchow1727]

Hi Sir, for Excavation and Lateral Support (ELS) Design , if the lateral torsional buckling is too high, we will use tie beams to provide the lateral restraint, is it necessary to also install the king post at the location of tie beam so that the lateral force can be transferred to the ground?

[@TonmoyMaity]

Yes, correct

[@mhchow1727]

@@TonmoyMaity Thank you

[@niravsuthar8785]

kindly share material or video for how to draw SFD and BMD of portal frame with different types of gravity and lateral loading.

[@nomadicmritunjaya774]

Qulity content as usual

[@TonmoyMaity]

🙏

[@sksalekulislam9797]

Tanmay da kaman a60 dada

[@rohonroy2301]

Dada if the lateral support is shear connection then can it prevent lateral torsional buckling that much? Or We have to provide horizontal bracing for triangulation & break this Lx