Hatsoff to you Bro, The Way Explained Force Transffering Mechanism is Amazing. We can't even get by Senior Professor. Please Provide like this Videos. "" We Call this type of teaching Nuturing Reasoning to Engineers"".
@@eCivilTech i never have experience about steel structure and today i'm gonna interview on steel structure company for position project sale engineer.
That's how a kind Civil Engineer helps others. Thanks for all the video man....... and i am waiting for RCC Structiure Design by STAAD. Hope you will upload soon thank you
thank you for vedio and please upload a design of base plate for diffrent hight of towers i.e 15m,12m,30m etc........... hope u upload soon.. THANK YOU
Very nice video but I have some question. the hinge connection you have shown here, wont it transfer the moment somehow? if not, then where the residual moment will go? Also it looks like fixed connection is much less expensive due to lack of bracing. in that case, why use hinge connection at all?
Practically no connection is perfectly hinged or perfectly fixed. But in design we can assume connection as fixed or hinged. Now if we consider any connection as hinge connection, then negligible amount of moment will transfer from beam to column but entire moment will get transferred as axial force from bracing. You can refer any structural analysis text book to understand fundamentals behind trusses and bracings. Structures with bracings are always economical than fixed connections. Suppose you have considered ISMB250 with bracings ISA75x75x6 and structure is safe. Now remove bracings and try to analyse the structure as fixed struture (Portal type). Your ISMB250 will fail and it will demand higher section like ISMB350 or more. So total wt. with ISMB250 and ISA75x75x6 will be lesser than total wt of ISMB350. In this way structures with bracings are always economical. Hope it is helpful for you.🙂
Hatsoff to you Bro, The Way Explained Force Transffering Mechanism is Amazing. We can't even get by Senior Professor. Please Provide like this Videos. "" We Call this type of teaching Nuturing Reasoning to Engineers"".
Thank you very much for appreciation. People like you make me feel proud for my work and motivates me. ❤💖
True you're much better than my university PHD professor
@@eCivilTech i never have experience about steel structure and today i'm gonna interview on steel structure company for position project sale engineer.
Very important points
very well explained boss
Nice video... Concept clear about bolt after watching this
Thank you so much rj
Bhai 🙏🙏🙏👍👍👍👍👌👌👌👌
Very good video.. Explained connections very nicely.. Sir your videos are very helpful..Good work👍👍👍👍
Thanks mak👍👍
That's how a kind Civil Engineer helps others. Thanks for all the video man....... and i am waiting for RCC Structiure Design by STAAD. Hope you will upload soon thank you
Tension control bolt
thank you for vedio and please upload a design of base plate for diffrent hight of towers i.e 15m,12m,30m etc........... hope u upload soon..
THANK YOU
Very nice video but I have some question. the hinge connection you have shown here, wont it transfer the moment somehow? if not, then where the residual moment will go? Also it looks like fixed connection is much less expensive due to lack of bracing. in that case, why use hinge connection at all?
Practically no connection is perfectly hinged or perfectly fixed. But in design we can assume connection as fixed or hinged.
Now if we consider any connection as hinge connection, then negligible amount of moment will transfer from beam to column but entire moment will get transferred as axial force from bracing. You can refer any structural analysis text book to understand fundamentals behind trusses and bracings.
Structures with bracings are always economical than fixed connections. Suppose you have considered ISMB250 with bracings ISA75x75x6 and structure is safe. Now remove bracings and try to analyse the structure as fixed struture (Portal type). Your ISMB250 will fail and it will demand higher section like ISMB350 or more.
So total wt. with ISMB250 and ISA75x75x6 will be lesser than total wt of ISMB350. In this way structures with bracings are always economical.
Hope it is helpful for you.🙂
@@eCivilTech Thanks for the reply. it seems like I don't have clear idea about load transfer mechanism. I will try to find some book on this.