These are the important topics every beginner or ones with no industrial experience should know….. Thanks for explaining the concepts with actual industrial examples 😊
thank you... so a 5250mm high steel frame size at most, 8m x 8m in 2 bays with haunching's eg unbraced ie now W bracings wont fall down,,, im having problems with building control about it
Sir, in moment resisting frame for pipe rack like structure not only gravity load will be there . Wind load and seismic load will be there . In that case bracing will be effective for moment resisting frame. Kindly clarify. Why bracing are not allowed in moment resisting frame
In a braced system structure, if one part is braced and the other part of the building is not, does the unbraced part should have pinned beam-column connection? or it should have moment connection? My second question, what is a "dual system"? I heard you can mix moment frame system and braced frame system
Hello sir, My question is, If there is a big technological structure where many equipments are supported on 2 to 3 floors, having vertical loads , frictional loads, bundle pull for exchangers, in that case how to determines which frame is suitable and what type of support should be given ?
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These are the important topics every beginner or ones with no industrial experience should know….. Thanks for explaining the concepts with actual industrial examples 😊
🙏
thank you... so a 5250mm high steel frame size at most, 8m x 8m in 2 bays with haunching's eg unbraced ie now W bracings wont fall down,,, im having problems with building control about it
Thank you for explaining this so well. Love your content.
Glad you like it 🙏
Sir, in moment resisting frame for pipe rack like structure not only gravity load will be there . Wind load and seismic load will be there . In that case bracing will be effective for moment resisting frame. Kindly clarify. Why bracing are not allowed in moment resisting frame
In a braced system structure, if one part is braced and the other part of the building is not, does the unbraced part should have pinned beam-column connection? or it should have moment connection?
My second question, what is a "dual system"? I heard you can mix moment frame system and braced frame system
yes it's pinned..that's why we provide bracing. also you can make a frame both moment connected and braced to make it more rigid.
I believe in cases where both vertical and lateral forces exist the dual system is needed! Bracing and shear elements are to be utilized
Hello sir,
My question is, If there is a big technological structure where many equipments are supported on 2 to 3 floors, having vertical loads , frictional loads, bundle pull for exchangers, in that case how to determines which frame is suitable and what type of support should be given ?
I will try to put a video on this
@@TonmoyMaity Thank you sir, that would be great
Excellent as always ! Unfortunely the sound level is too low even when we are the maximum
Working on it!
Anna please tell me good steel structure text book and share link provided
You can follow Arya Ajmani
Great Tutorial.
Thanks!
Very nice
Thanks
U have perfect real life examples
glad u like it
What about torsion in pinned connection?
Zero torsion in pinned
braced frame is similar to truss?
to some extent...but member carry bending and shear also in frame
Make b
Video on underground and elevated RCC tank design...
excellent, thank you
Glad you liked it!
Sir is very busy.. After long time ya..
😀😀
After a very long time....
Yeah... really long..
Almost zero sound!!!!??