Pinned & Fixed Connection in Steel Structures (English)

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  • Опубликовано: 17 окт 2019
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    This video explains how we actually achieve shear and moment connections at Site?
    Do we really provide pinned connection at site? Where we need to provide gap? Where we need to provide bolts, where we need to provide weld?
    Till date we have all learned about how we draw Fixed and Pinned Connection in our books. But ever wonder how to make a Fixed or Pinned Connection on field!!! OR How by just looking at any structural connection one can say weather it is Pinned or Fixed to know the answer to the above questions watch the video till the end.
    This video also give some idea about software versus basic concepts requirement in field. What is important in career of a structure engineer - software knowledge or Conceptual knowledge?
    How to become good structure Engineer? What to do after B.E. Civil?
    I would say, we need such conceptual knowledge to become Structure Engineer rather than only Software knowledge of STAAD Pro, ETABS, Tekla etc.
    We provide Practical Professional Structure Design Training with such Concepts with Excellent Placement help.
    How we actually achieve shear and moment connections at Site?
    Shear connection
    Moment connection
    Simply supported beam
    Fixed support
    Fixed beam
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    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 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 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
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    Latest sofwares in Civil Engineering

Комментарии • 59

  • @ghilmandilshad9495
    @ghilmandilshad9495 Год назад +2

    The Best Explanation in my 10 years , 30 seconds was enough super

  • @zkeeg
    @zkeeg 2 года назад +4

    Geez...This is the most important video I've seen today. You explained it expertly!!! Thanks so much Sensei!!!

  • @ghilmandilshad9495
    @ghilmandilshad9495 Год назад +1

    07;30 I am smiling like a baby
    what a superb explanation

  • @anisamran8404
    @anisamran8404 2 года назад +1

    Good explanation sir ! Thank youuu. Its an easy understanding

  • @anjalishah4490
    @anjalishah4490 Год назад +1

    Randomly searching video for " Release in STAAD" and I found your this video (of course not realted with my search) then I watch your more videos and I must say you are teaching very well, so easy to understand for learners. Sir I have request that Please make a video of "How can I decide where to give Moment/force release for steel structure".

    • @EZ-Structure.Design.Learning
      @EZ-Structure.Design.Learning  Год назад

      Actually that's what we exactly teach in our Practical Professional course of 20 hrs, which is possible offline only.
      You need to actually understand path of forces by applying load with your finger on spring and foam models, and literally look at -
      Where is lateral torsional buckling effect,
      Where is Bending about minor axis,
      Where the support need to be fixed about 1 axis and fixed about other,
      where we need to provide shear connection where to provide moment connection...
      and so on😳🤷🏻‍♂
      plz watch last 2 minutes of this video, to get more details
      ruclips.net/video/s6NlqFSlQRw/видео.html&ab_channel=EZENGINEERSPVTLTD

  • @pallavisao9613
    @pallavisao9613 3 года назад +3

    Great teaching sir. I had seen other videos in this topic but your explaination with the demonstartions gives me complete clarity on it. Looking forward for such interesting videos.

  • @lamsiang1914
    @lamsiang1914 2 года назад +1

    thank you for making this video. this is what i have searching for. this type of detail knowledge sometimes is ignore by most of the engineer.

  • @pugalms745
    @pugalms745 3 года назад +2

    I can understand everything even if i don't know english communication....❤ thank u so much brother👍👌🙏🙏🙏🙏

  • @rohanbafna6507
    @rohanbafna6507 3 года назад +1

    Really informative 👍

  • @analogplanet9675
    @analogplanet9675 3 года назад +3

    Very nice short lecture, sir.

  • @Regional123
    @Regional123 Год назад +1

    Sir, you are absolutely brilliant. Thank you very much for your kind sharing

  • @roytajil5439
    @roytajil5439 2 года назад +1

    Great...Thanks...

  • @binitasukhadia742
    @binitasukhadia742 3 года назад

    Excellent sir.

  • @gadiswamy7373
    @gadiswamy7373 3 года назад

    Thank you soo much sir🙏

  • @user-eh2np6ti7q
    @user-eh2np6ti7q 5 месяцев назад +1

    Hi at 9:40 in these video time you said vice versa once check it that area sir

  • @lalitsikarwar2951
    @lalitsikarwar2951 8 месяцев назад +1

    I am bolting technician,i work on structure

  • @ppdnd1253
    @ppdnd1253 4 года назад +5

    Teaching method - simple and easy to understand. Very good teaching! How can I join your training by Online. I am from Myanmar.

  • @obedtari8390
    @obedtari8390 3 года назад +1

    Yes Sir, I am doing fine...How are you?

  • @gardeniaa88
    @gardeniaa88 2 года назад +1

    That’s was sooo easy to understand and follow. You really fill the gap between academic and reality.
    Thank you so much. I would take all courses EZ offers.
    Do you have online courses or at least are you considering online courses???

  • @pallavipartani4573
    @pallavipartani4573 3 года назад +1

    Very nice explanation sir.Please start online training courses also .

  • @constructionengineering9664
    @constructionengineering9664 2 года назад +1

    good explain

  • @pallavisao9613
    @pallavisao9613 3 года назад +1

    Also I really liked ur course contents contaning comceptual topics which I would like to learn from you. But I can't travel to vadodra. Please provide any online platform to learn these things. It would be great to learn form you.

    • @EZ-Structure.Design.Learning
      @EZ-Structure.Design.Learning  2 года назад +1

      Our EZ TRAININGS are too practical...
      We use so many Props, Models, Site Visits, Actual Project Reports/Dwgs etc. to explain in TOTAL PRACTICAL ways.
      As of now, participants from all over India, even some from out of India, travel to our place and undergo these Unique Trainings.
      We don't find it feasible to teach online that effectively. It is almost like learning "swimming" online...
      Still we are working hard on it to make Online TRAINING possible...but not sure..
      If we start that, we will surely inform you all..
      Till that, if at all feasible for you, you are most welcome to Our EZ Institute at Vadodara, Gujarat.

    • @pallavisao9613
      @pallavisao9613 2 года назад +1

      @@EZ-Structure.Design.Learning I understand the issue here.But if u can share with us lectures similar to the ones in your channel ,it will be really great to learn from you.

  • @tominmathew344
    @tominmathew344 Год назад +1

    What about when an I beam is welded at web only, Is the beam restrained to rotation about minor axis?
    Also how torsion is transferred in shear connection?

  • @MrDizzy78
    @MrDizzy78 3 года назад +1

    Superb! You should do Udemy.
    I have a question. In time 9:54, there you show a pinned connection, but seeing the photo it looks like the connection is damaged because of a bending load (or not?). The question is, if such a joint is subjected to a combination of shear and bending , does it mean we do not have to consider bending at all? Do not the bolts or the web fail if bending is significant? Thank you.

    • @EZ-Structure.Design.Learning
      @EZ-Structure.Design.Learning  3 года назад

      That angle is slightly bend, but we have nothing to do with it. we need to focus here on location of fixing, I mean on web or flanges...

  • @muhammadkhidirhamzah2979
    @muhammadkhidirhamzah2979 3 года назад

    For someone who's not living in india, how can i sign up for the course?

  • @bearbull2418
    @bearbull2418 4 месяца назад +1

    But why and when we use simply support or fixed support connection?

    • @EZ-Structure.Design.Learning
      @EZ-Structure.Design.Learning  4 месяца назад

      :)
      for that you need to undergo this 20 hurs course. It can't be explained in just few minutes :(
      watch last 2 minutes of this -
      ruclips.net/video/s6NlqFSlQRw/видео.html&ab_channel=EZENGINEERSPVTLTD

  • @anastaha2438
    @anastaha2438 Месяц назад

    hi , if partial of the beam is welded to the top of the column with plate ( like beam on top of column), so the web area is not welded only bottom flange where it sets upon the column .. does this connection with partial weldeing considerd as moment ?

    • @EZ-Structure.Design.Learning
      @EZ-Structure.Design.Learning  Месяц назад

      going in to the detail, when we say moment connection, we literally design for the moment exerted at that joint. We need to design plate thickness, we need to design weld size, length etc. It's not just for the sake of saying partial, but then it has to behave like that... FOR MORE SUCH DETAILED KNOWLEDGE, YOU CAN JOIN OUR COURSES, OR YOU CAN SEARCH ON GOOGLE OR REFER BOOKS. DETAIL ABOUT OUR COURSES CAN BE SEEN AT -ruclips.net/video/-HvIgrAZm80/видео.html&ab_channel=EZENGINEERSPVTLTD

    • @anastaha2438
      @anastaha2438 Месяц назад

      @@EZ-Structure.Design.Learning Hi , thanks for your swift reply.. I know that moment connection must take into consideration the weld size, bolt size, ... but my question is for that particular case ( when beam sets on top of column ) and only bottom flange is welded with plate and bolt to the column, is this considered a partially fixation for the beam that exerted the moment?

  • @sasikumartherayil9620
    @sasikumartherayil9620 3 года назад +1

    Sir
    Any online training
    For steel structures especially connections

  • @praptidutta4243
    @praptidutta4243 4 года назад +1

    Do you do online courses?

  • @ghilmandilshad9495
    @ghilmandilshad9495 Год назад +1

    Interested in the course

    • @EZ-Structure.Design.Learning
      @EZ-Structure.Design.Learning  Год назад

      for further info - you can call us on
      +91-635 935 0500 or +91-98251 06264

    • @ghilmandilshad9495
      @ghilmandilshad9495 Год назад

      @@EZ-Structure.Design.Learning I am not an Indian or nor reside in my home country, I am looking for online course it would be nice if your team can get in touch in with me. Regards

  • @mannalam9714
    @mannalam9714 Год назад +1

    Hi... How to enroll in this course?

  • @jamiehodson8399
    @jamiehodson8399 4 года назад

    Is ‘A’ a pinned connection?

    • @satishjethwani8318
      @satishjethwani8318 4 года назад

      YES u r right, simply supported = pinned = hinged = shear connection.
      for more details you can talk directly to our sir SATISH JETHWANI @ +91-9825106264

    • @EZ-Structure.Design.Learning
      @EZ-Structure.Design.Learning  4 года назад

      YES DEAR

  • @ghilmandilshad9495
    @ghilmandilshad9495 Год назад

    09:40 tonguetwister you have said wrong to what you explained