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yes, you are right dear. It's not meant for that.

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No dear, it does not mean like that. It means, more the span, you need more thickness. It's obvious of course. If the span is more, you need to built stronger, bigger, thicker section.

PLZ call/whatsap us on +91-635 935 0500 or +91-98251 06264 or just send "hi" @ whatsap +91-98251 06264.

for further info - you can call/whatsap us on +91-635 935 0500 or +91-98251 06264 or just send "hi" @ whatsap +91-98251 06264.

this is rough value. You can use for any standard. Any way, for exact design, you need to do proper calculations. We can not skip it.

Vadodara, Gujarat, India.

could not get your query. Please elaborate.

We are extremely sorry for that. Your jargon seems very good. Please start your TH-cam Channel also. Please start imparting knowledge. The world needs it. Let's help the world.

Thank you so much for appreciating our efforts.

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,* and so on😳🤷🏻‍♂ "This Understanding - This Magic" can not be felt by *ONLINE TRAINING*🙁

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?

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,* and so on😳🤷🏻‍♂ "This Understanding - This Magic" can not be felt by *ONLINE TRAINING*🙁

sure. We will try our best

no, there will be dotted line going through and thorogh dear.

Yes Sir...I got you...🙂👍​@@EZ-Structure.Design.Learning

Fast track course is planned in June 2024. You need to stay at our city for 5 months. 15 days will be good enough. For more details, just type FAST & whatsap to 9825106264.

Generally No. You can contact us on +91 98251 06264 or leave your number here. We will conatct you and talk in this regards.

thank you friend.

THANK YOU so much dear for appreciating. It was a really wondeful comment. I am still smiling. :)

DISTANCE BETWEEN 2 SUPPORTS

SHORTER

No, no. It will be different. To understand that, you need to undergo couse of 20 hours, explained in last 2 minutes of this video- th-cam.com/video/s6NlqFSlQRw/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD

please watch this video, you may get clarification. - th-cam.com/video/MPrE2b4A3Dg/w-d-xo.html&ab_channel=EZENGINEERSPVTLTD

@@EZ-Structure.Design.Learning Thank you for the reply. I saw the video. Therefore, straight or bent bars, as long as required Ld (=100% Ld) is provided they're both fixed. Is my understanding correct?

for further info - you can call/whatsap us on +91-635 935 0500 or +91-98251 06264 or just send "hi" @ whatsap +91-98251 06264.

No dear - it's only one branch, one faculty, one session every day -5 month course. You need to come to INDIA for this course.

Hindi

No idea dear

:) 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

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