HOW TO IDENTIFY CONNECTION IN STEEL STRUCTURES, SHEAR OR MOMENT CONNECTION, simply supported - fixed

This video explains how we actually achieve shear and moment connections at Site?
Difference between shear connection and Moment connection
Do we really provide pinned connection at site?
This video contains explanation about steel connection
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I would say, we need such conceptual knowledge to become Structure Engineer rather than only Software knowledge of STAAD Pro, ETABS, Tekla etc.
Simply supported beam
Fixed support
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Shear connection in RCC
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Deflection of simply supported beam
Deflection of fixed beam
Deflection diagram of simply supported beam
Deflection diagram of fixed beam
How can we define a type of beam by merely looking on site?
Do simply supported beam is called pinned connection?
Do fixed beam is called moment connection?
Shear connection can be achieved in beam as well as columns
Moment connection can be achieved in beam as well as columns
How to achieve simply support and fixed in columns?
How to know if a connection is pinned
How to identify if a connection is shear or moment?
How to identify if a connection is pinned or fixed?
How to identify a shear connection?
How to identify a moment connection?
How to identify a pinned connection?
How to identify a fixed Connection?
How to make a connection pinned?
How to make a connection fixed?
How to become a structure engineer?
How to identify connection on site?
How many bolts are required to make a connection pinned or fixed?
How to make a connection pinned or fixed?
Pinned and fixed connection in practical
How do pinned and fixed connection differ from each other
How do shear and moment connection differ from each other
Connections in steel structure
Column to beam connection
Connection design
Development length in RCC Beam
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[@gnidnoeled786]

In the University, most of the instructors are just solving problems using formulae. No one explained how connections behave and what it's called. Mr. Satish you're the bomb. 👍👏

[@MrHydyr]

The guys is damn good at promoting what he knows best! I guess I'll have to enroll ... Cheers from Turkey via Russia

[@Jordan-dw7bp]

The explanation at 4:40 is the best I have seen and it has clarified it in my mind perfectly. Thank you!

[@albayati7800]

thank you for this excellent explanation but if the video has no music background, then it would have more clearance, and better quality as well. Thanks again.

[@EZ-Structure.Design.Learning]

Ok dear, we will take care

[@kowshiksriman2051]

Absolutely best Guru Knowledge and communication

[@RAVIKUMAR-il1me]

Sir aap hindi format mai online course suru kare, apki video se bahut knowledge milti hai plz sir online course suru kijiye 🙏🏾

[@yaaqutaabdullahimohamed6229]

Ist very detailed explanation thanks sir

[@amitrautela7891]

It's great to see the animated version of the same previous video. In this way, the online course is very much possible. So plz go ahead with the online course.

[@EZ-Structure.Design.Learning]

sure, we will try dear...

[@amitrautela7891]

@@EZ-Structure.Design.Learning how long should we wait for this?

[@surojitsharma]

Superbly explained

[@atwrengineer]

Explain very clear good job

[@EZ-Structure.Design.Learning]

thank you

[@nimishajohn14256]

Great video sir 😊

[@liboy9844]

Excellent teaching technique, thanks.

[@EZ-Structure.Design.Learning]

thank you for appreciating our efforts :)

[@bipinmaharana5301]

Excellent,, excellent and excellent.

[@EZ-Structure.Design.Learning]

THANK YOU SO MUCH FOR APPRECIATING OUR EFFORTS 🙂

[@simmeringjambalaya]

❤❤❤❤❤thank you Sir

[@Szhihihihihihi]

Thanks !!

[@somasekhar5463]

Super explanation

[@EZ-Structure.Design.Learning]

thank you friend.

[@amgadhpv5190]

sir just a simple doubt, there is no space for an extended end plate moment conn. i do agree, what about a flange plate moment connections?, isn't there a space between beam and column?

[@fongang6274]

THANKS

[@mdkaif3496]

Nice

[@techmahen4812]

Nice explanation

[@EZ-Structure.Design.Learning]

thank you😀

[@vidhank.h5985]

Good Evening Sir, Online courses available?

[@rakeshKumar-of7yk]

How to make shear connection while use of tube section or any box sectiom

[@chappyaugusto]

I am Interested to know about how to chose steel beam size load and so How I do get Info I would like to get enrolling your training. Send me a replay tank you.

[@EZ-Structure.Design.Learning]

Plz send "Hi" on whatsap @ [phone]. In reply you will get all details.

[@neerajpokhriyal7958]

and if bolting by cleat and nutbolt insted of direct beam welding ? shear or moment?

[@EZ-Structure.Design.Learning]

it depends, whether there is space near flanges or not

[@chetansonkar3601]

sir pls provide online classes

[@EZ-Structure.Design.Learning]

for further info - you can call/whatsap us on [phone] or [phone]

[@govindjoshi6628]

Great sir 🙏🏻

[@mahendranraja9605]

I'm interested to join the course. is there online courses available

[@EZ-Structure.Design.Learning]

offline only :( [phone]

[@murugann9975]

Hello sir! I am btech mechanical, now i am working in steel connection design. I am interested in member design it's possible to join member design?

[@EZ-Structure.Design.Learning]

for further info - you can call/whatsap us on [phone] or [phone]

[@mannalam9714]

Hi Sir

[@vishnuanand4042]

One doubt sir, without any erection gap is that beam possible to erect on site?

[@EZ-Structure.Design.Learning]

no dear. Plates can be added after erection.

[@natureworld217]

Where is your office located?

[@EZ-Structure.Design.Learning]

Vadodara, Gujarat, India.

[@niinuetey9878]

Bro, your intro is way too long, complicated and does not commincate anything. It's just a show of motion graphics and an excellent one of course.

[@EZ-Structure.Design.Learning]

thanks for feedback dear. We will work on that.

[@hiteshsante]

@@EZ-Structure.Design.Learning sir I need theoretical notes can you share me