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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[@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

[@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!

[@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..

[@anupamdas8277]

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

[@sanketadhikari9857]

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

[@abjee93]

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

[@TonmoyMaity]

Glad you like it

[@engr810]

Thanks for posting crucial information in choosing connections.

[@TonmoyMaity]

Glad you like it

[@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!

[@kumarshantveerayya5114]

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

[@TonmoyMaity]

Glad it was helpful!

[@sachinsakpal3096]

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

[@TutorPointJ-P]

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

[@TonmoyMaity]

You are most welcome

[@rebellischercherub849]

THANKS! DANKE! GRACIAS!

[@crankhandle]

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

[@mohanbabupm5778]

Superb strl expln best engineer

[@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 ❤️

[@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!

[@acharnandakumar]

U give formula that's v nice

[@mbiat1234]

best vid i have seen well described fantastic

[@TonmoyMaity]

Glad you liked it!

[@sharifuzzamanshafi4691]

man, you are legend. thank you very much

[@TonmoyMaity]

Thank you for your appreciation 🙏

[@quytran7421]

many thanks for this video !

[@TonmoyMaity]

Glad it was helpful!

[@supunprabath9139]

thank you

[@ajazsayyed8487]

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

[@TonmoyMaity]

Ok

[@KashanAhsan-l9e]

AMAZING SIR

[@sasikumartherayil9620]

Really a. Amazing knowledge.
Thank you sir

[@TonmoyMaity]

Thanks 😊

[@Szhihihihihihi]

Thank you and this is helpful !

[@TonmoyMaity]

Glad it was helpful!

[@Yousefahmed-ze2xq]

Keep going my friend

[@TonmoyMaity]

Always

[@tonpituwai963]

Very informative
Keep up the good work

[@TonmoyMaity]

Glad you like it 🙏

[@lesedimmotong7147]

Perfectly explained

[@TonmoyMaity]

🙏

[@Gardeningwithranjan]

Beautifully explained

[@TonmoyMaity]

Thank you so much 🙂

[@waiwailwin7092]

Thank Sir for this video.

[@TonmoyMaity]

Glad you like it

[@interestingengineering1291]

Thank you sir 💚💙💜

[@TheOfficialMelendez]

You badass
This helped explain the difference of shear and moment

[@TonmoyMaity]

Glad you like it 🙏

[@axatrathod]

👍🏼👍🏼👍🏼

[@ashwini6849]

Can we do moment connection to circular column??

[@kishorthapa7037]

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.

[@ponamallabhagyalaxmi6728]

Nice explanation, thank you

[@TonmoyMaity]

🙏

[@user-pw5xl7sh6t]

THANKS SIR

[@TonmoyMaity]

Most welcome

[@obedtari8390]

I subscribe sir, professional explanation

[@TonmoyMaity]

Glad you appreciate it.

[@Arnav2009]

Nice Explanation ❤❤❤

[@TonmoyMaity]

Glad you liked it!

[@sports-oh1gp]

Sir what is end reaction of beam

[@nithishkumars26]

Excellent explanation

[@TonmoyMaity]

Glad it was helpful!

[@mariagonzalezbracho2315]

muy bueno

[@D22237]

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

[@SmileLearnCivilEngineering]

Nice explaination sir
#SmileandLearnCivilEngineering

[@murugalingammanoharaj5240]

really good explanation

[@TonmoyMaity]

Glad you liked it

[@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?

[@PiyasPurple]

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

[@KyleClark-j4f]

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?

[@civilideas1925]

👍🏻

[@ভালোথেকোবন্ধু-স৯ঘ]

Excellent Sir

[@TonmoyMaity]

Glad you like it.

[@amarjitsingha640]

Thank you sir

[@IndianWarriors]

👍nice

[@TonmoyMaity]

Thanks

[@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..

[@EAR.Pakistan]

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.🙏

[@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.

[@jerinsan9078]

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

[@TonmoyMaity]

Sure

[@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

[@legendvj8133]

SUPER POST MORE VIDEOS SIR

[@TonmoyMaity]

Thanks for your support 😊

[@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

[@kojomensah7474]

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

[@حيدرعبدعلي-خ9ي]

Thank you

[@TonmoyMaity]

You're welcome

[@desiretobuild]

Amazingly explained

[@TonmoyMaity]

Glad you liked it

[@aaronbr2001]

thank you

[@TonmoyMaity]

Glad you like it ❤️