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.
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".
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 th-cam.com/video/s6NlqFSlQRw/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD
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?
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 ?
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 -th-cam.com/video/-HvIgrAZm80/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD
@@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?
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???
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.
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.
@@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.
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.
:) 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 - th-cam.com/video/s6NlqFSlQRw/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD
@@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
YES u r right, simply supported = pinned = hinged = shear connection. for more details you can talk directly to our sir SATISH JETHWANI @ +91-9825106264
The Best Explanation in my 10 years , 30 seconds was enough super
thank you for appreciating our efforts
Geez...This is the most important video I've seen today. You explained it expertly!!! Thanks so much Sensei!!!
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.
thank you :)
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.
sure. thank you
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".
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
th-cam.com/video/s6NlqFSlQRw/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD
I can understand everything even if i don't know english communication....❤ thank u so much brother👍👌🙏🙏🙏🙏
thank you so much for appreciation
07;30 I am smiling like a baby
what a superb explanation
Sir, you are absolutely brilliant. Thank you very much for your kind sharing
Thank you for appreciating our efforts dear :)
Good explanation sir ! Thank youuu. Its an easy understanding
Very nice short lecture, sir.
Thanks and welcome
Really informative 👍
Hi at 9:40 in these video time you said vice versa once check it that area sir
sure. Thanks.
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?
details we will cover in our course..
you can look at course brochure :
bit.ly/Our-Course-Brochure
Teaching method - simple and easy to understand. Very good teaching! How can I join your training by Online. I am from Myanmar.
as of now, we do not offer online training. We will inform you surely once we start.
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 ?
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 -th-cam.com/video/-HvIgrAZm80/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD
@@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?
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???
thank you for compliments :)
you can contact us at +91-9825106264
whatsap also on same number
Great...Thanks...
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.
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.
@@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.
Very nice explanation sir.Please start online training courses also .
thanks for compliments. We will work on online part. but seems really difficult.
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.
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...
Yes Sir, I am doing fine...How are you?
But why and when we use simply support or fixed support connection?
:)
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 -
th-cam.com/video/s6NlqFSlQRw/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD
Thank you soo much sir🙏
For someone who's not living in india, how can i sign up for the course?
Excellent sir.
Hi... How to enroll in this course?
Just type "EZ" on whatsap and send to +91-9825106264. We will send you all details.
Interested in the course
for further info - you can call us on
+91-635 935 0500 or +91-98251 06264
@@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
good explain
thank you for compliments :)
I am bolting technician,i work on structure
Sir
Any online training
For steel structures especially connections
no dear. not as of now.
Do you do online courses?
for any details feel free to contact on this mobile no. 9825106264
09:40 tonguetwister you have said wrong to what you explained
Is ‘A’ a pinned connection?
YES u r right, simply supported = pinned = hinged = shear connection.
for more details you can talk directly to our sir SATISH JETHWANI @ +91-9825106264
YES DEAR