Shear Connection vs Moment Connection: Definition and Difference of Shear and Moment Connection

#ShearConnection #MomentConnection #ShearConnectionVsMomentConnection
Learn the basics of shear connection and moment connection and the difference between shear connection and moment connection.
In steel structure the connection is a vital part. Mainly two type of connection are mostly used: Shear connection and moment connection.
Lets learn the basic of these two connection and how the shear force and bending moment is transferred from a structural member to another structural member with the following answer-
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[@Yousefahmed-ze2xq]

Keep going my friend

[@mohanbabupm5778]

Superb strl expln best engineer

[@taccent1]

My friend, you are such a talented instructor! So glad to learn from your class! Thank you! from USA.

[@TonmoyMaity]

Thank you 🙏

[@mbaikin]

Very good video. I'm a mechanical engineer and I use steel structures regularly and this video helped me understand these very important terms.

[@TonmoyMaity]

Thanks

[@manishmonu510]

Bahut bahut badhai sir,,maine Polytechnic ENGINEERING krne ke baad btech kr rha hu bihar se but aaj tak hme structure paper me fill nhi. Aya ,per aapne hme real structure ka fill kra dii,,bahut bahut badhai sir..

[@sachinsakpal3096]

This is the question asked me in an interview.. its a important video

[@Arnav2009]

Nice Explanation ❤❤❤

[@conorwilliams9293]

Thank you so much for explaining this my friend, you helped me study for my test. Love from Austin Texas

[@TonmoyMaity]

Great to hear!

[@anirbanbhattacharjee8620]

Thank you. Just discovered this channel. Very informative videos.

[@TonmoyMaity]

Glad you like it

[@sanketadhikari9857]

Very clear and nice explanation..... Please make a video similar like this on Fixed Support and Pinned Support Connection of Column....

[@rebellischercherub849]

THANKS! DANKE! GRACIAS!

[@MortazaHussein]

Great video! Thank you for sharing this insightful content. I highly recommend subscribing to your channel, as your videos are exceptional. please continue with your tutorials it helps a lot

[@TonmoyMaity]

Awesome, thank you!

[@TutorPointJ-P]

Very clear & nice explanation sir. Thank you for this lecture.

[@TonmoyMaity]

You are most welcome

[@Szhihihihihihi]

Thank you and this is helpful !

[@TonmoyMaity]

Glad it was helpful!

[@acharnandakumar]

U give formula that's v nice

[@sharifuzzamanshafi4691]

man, you are legend. thank you very much

[@TonmoyMaity]

Thank you for your appreciation 🙏

[@interestingengineering1291]

Thank you sir 💚💙💜

[@manishmonu510]

Please aap video upload Krna continue rakhe hme aapse hi concept clear hota. Haim

[@vidyakhanapure7292]

Very clear and nice explanation. Thank you so much.

[@TonmoyMaity]

Glad it was helpful!

[@amarjitsingha640]

Thank you sir

[@sasikumartherayil9620]

Really a. Amazing knowledge. Thank you sir

[@TonmoyMaity]

Thanks 😊

[@SmileLearnCivilEngineering]

Nice explaination sir #SmileandLearnCivilEngineering

[@kumarshantveerayya5114]

Thank you for explaining the difference between shear n moment connection especially at the column base plate

[@TonmoyMaity]

Glad it was helpful!

[@anupamdas8277]

6.42, can these figures be shown in 3D for better understanding?

[@user-pv7ek9jo5u]

AMAZING SIR

[@quytran7421]

many thanks for this video !

[@TonmoyMaity]

Glad it was helpful!

[@engr810]

Thanks for posting crucial information in choosing connections.

[@TonmoyMaity]

Glad you like it

[@supunprabath9139]

thank you

[@mbiat1234]

best vid i have seen well described fantastic

[@TonmoyMaity]

Glad you liked it!

[@ajayrajput.3208]

Thank you so much sir. You elaborate this confusion in very simple words. Hopes you making video just in simple language.

[@TonmoyMaity]

Thank you for your appreciation ❤️

[@crankhandle]

Can you explain the advantages/ disadvantages of moment vs shear connections? And were the two types are used

[@tonpituwai963]

Very informative Keep up the good work

[@TonmoyMaity]

Glad you like it 🙏

[@mariagonzalezbracho2315]

muy bueno

[@obedtari8390]

I subscribe sir, professional explanation

[@TonmoyMaity]

Glad you appreciate it.

[@TheOfficialMelendez]

You badass This helped explain the difference of shear and moment

[@TonmoyMaity]

Glad you like it 🙏

[@desiretobuild]

Amazingly explained

[@TonmoyMaity]

Glad you liked it

[@waiwailwin7092]

Thank Sir for this video.

[@TonmoyMaity]

Glad you like it

[@civilideas1925]

👍🏻

[@ponamallabhagyalaxmi6728]

Nice explanation, thank you

[@TonmoyMaity]

🙏

[@lesedimmotong7147]

Perfectly explained

[@TonmoyMaity]

🙏

[@Ayodhyanagri505]

Beautifully explained

[@TonmoyMaity]

Thank you so much 🙂

[@kojomensah7474]

So would you be able to design a 4story domestic building

[@D22237]

Where would you use a moment instead of a shear connection? What are comment applications of each?

[@murugalingammanoharaj5240]

really good explanation

[@TonmoyMaity]

Glad you liked it

[@nithishkumars26]

Excellent explanation

[@TonmoyMaity]

Glad it was helpful!

[@ajazsayyed8487]

Amazing sir. Plz make video on different parts of steel structure.

[@TonmoyMaity]

Ok

[@axatrathod]

👍🏼👍🏼👍🏼

[@PiyasPurple]

খুব ভাল Correction: 2:55 an angle hbe. Baki khub bhalo bujhiyechhis bhai

[@user-yy6us6rq2x]

Excellent Sir

[@TonmoyMaity]

Glad you like it.

[@user-ys4br8xc1w]

Thank you

[@TonmoyMaity]

You're welcome

[@kishorthapa5488]

Dear sir I've been following you and found your videos very helpful. I've a question from long time that "Is pinned or fixed connection preferred for steel column base based on load?? and at what condition truss be connected by pin joint or weld joint???

[@TonmoyMaity]

I will make a video on this.

[@user-pw5xl7sh6t]

THANKS SIR

[@TonmoyMaity]

Most welcome

[@ashwini6849]

Can we do moment connection to circular column??

[@IndianWarriors]

👍nice

[@TonmoyMaity]

Thanks

[@legendvj8133]

SUPER POST MORE VIDEOS SIR

[@TonmoyMaity]

Thanks for your support 😊

[@user-qj7vd9rg5y]

Can the direct welded moment connect be achieved by eliminating the shear tabs, but instead, welding the beam directly to the column all the way around?

[@TonmoyMaity]

Why not?

[@oscarlizanogutierrez1236]

What if i have a beam-column junction, where the web and flanges of the beam are completely welded to the column. No bolts, no plate, no angle. Is it a moment connection? Thanks

[@TonmoyMaity]

Yes , it is

[@TheOfficialMelendez]

You never weld the web..

[@sports-oh1gp]

Sir what is end reaction of beam

[@RandhawaAslam]

What is "Rahmen Structure" in frame work of steel structure?

[@TonmoyMaity]

First time hearing about it. Thank you Dear. I will try to answer you after proper knowledge . please wait till then and thank you in advance for your patience.🙏

[@gnidnoeled786]

What's the condition of the structure that one is to consider in order to decide that splice of structural steel beam a moment or shear connection?

[@TonmoyMaity]

Depends on the force transfer mechanism. If only we is connected,shear if both web and flange connected, moment connection.

[@gnidnoeled786]

@@TonmoyMaity Thanks for the reply. Let us say, structural steel beam splice is located 600 mm away from the support. Do we have to find out the shear and the bending moment value at that point to decide if the splice is shear and bending moment connection?

[@jerinsan9078]

How to calculate i beam selection depens on its length and load. Please do one video

[@TonmoyMaity]

Sure

[@abhimanyu9099]

How can we know that which connection we have to join with.??(shear or moment

[@TonmoyMaity]

It depends on how you are planning to build the structure.

[@pick3618]

why do we use KN/m^2 instead of Kg/m^2 or tonn/m^2 ,Can someone give me a resonable answer ?

[@TonmoyMaity]

It's irrelevant... ultimately it depends on convenience and clients

[@subhanjanpaul1974]

Thanks for nice one .how to connect with you sir

[@TonmoyMaity]

email me

[@subhanjanpaul1974]

@@TonmoyMaity ok but Can you please send me your email

[@TonmoyMaity]

@@subhanjanpaul1974 [e-mail]

[@pallavisao9613]

Sir how we can judge if we need to give shear or moment connection, means whether we want to trasfer moment or not. I get this doubt for steel structures.

[@TonmoyMaity]

Well..I will make video on that

[@bernamdc]

5:35 you show a connection with both welds and bolts. This is a bad idea! Bolts fit holes with a certain tolerance (e.g., 1-2 mm), and their friction is often not enough to resist the shear forces in the ultimate limit state. This means that your welds, which are rigid from the start of the loading action, will fail before the bolts slip and start taking significant shear! In other words, bolted connections and welded connections work at different timings and should not be considered simultaneously within the same element. (their contributions to the resistance do not add up: first, the rigid welds take nearly all the loading and then they eventually fail, in a non-ductile way, and only after that do the bolted connections slip 1-2 mm and start taking the loading).

[@TonmoyMaity]

right.. thanks for your help

[@nandani...6373]

Please don't play background music

[@TonmoyMaity]

Thank you for your feedback

[@aaronbr2001]

thank you

[@TonmoyMaity]

Glad you like it ❤️