06 Tension Member Design Tutorial | Eurocode 3 Steel Design series

  Рет қаралды 5,372

Dr Jawed Qureshi

Dr Jawed Qureshi

Күн бұрын

Пікірлер: 15
@DrJQureshi
@DrJQureshi Жыл бұрын
Download all lectures at tinyurl.com/JQureshiSTEEL
@adno5933
@adno5933 Жыл бұрын
Another informative lecture. Thank you.
@DrJQureshi
@DrJQureshi Жыл бұрын
Your positive feedback is like a virtual high-five! Thanks for being an amazing viewer.
@DrJQureshi
@DrJQureshi Жыл бұрын
** TIMESTAMPS ** 00:00 - Introduction 00:37 - Tension Members Practical examples 01:37 - Eurocode design process for leg angles 03:34 - Staggered splice connection example 06:10 - Tension members in bracing example 09:00 - Tension members in trusses example 15:56 - Bolted and welded leg angles in trusses example
@dpeng5624
@dpeng5624 15 күн бұрын
Thank you for the helpful video. I was wondering, in the last example of the bolted connection design, should the single-bolt formula be used since the shear failure plane passes through one bolt? Or 2 bolts of fomula should be used because of the two angles; if thats the case, the fomulas should be subject to the number of shear failure planes rather than the number of bolts? Thanks in advance
@DrJQureshi
@DrJQureshi 15 күн бұрын
The leg angles fail at one shear plane if the bolts are in line. Picture plates with four strong bolts in a row. When shear load is applied, the hole near the load fails first. This becomes the shear plane. The shear plane won't continue to the other bolts since the first hole already failed. I don't know if I explained it properly or not. I had some KZbin videos to explain the concept, but I cannot find them now.
@dpeng5624
@dpeng5624 15 күн бұрын
​@DrJQureshi Thank you for your response. Apologies if I didn’t express my question clearly. In the bolted angles example with two bolts in a row, should the single-bolt formula be used? In your video, I believe the two-bolt formula was applied. The formulas I’m referring to can be found in your Tutorial Slide-8.
@allinengineering8168
@allinengineering8168 6 ай бұрын
best professor
@DrJQureshi
@DrJQureshi 6 ай бұрын
Thanks, you are kind!
@Lobninoff
@Lobninoff 4 ай бұрын
Have you made a example of horizontal bracing for seismic force??
@DrJQureshi
@DrJQureshi 4 ай бұрын
No, not seismic loading. But I’ve example on wind loading. Just search up concept and scheme design in my steel design video series.
@AhtesamKhan-ix9jn
@AhtesamKhan-ix9jn 9 ай бұрын
Hi Sir, could you please suggest me to refer best steel structure design book as per Eurocode
@DrJQureshi
@DrJQureshi 9 ай бұрын
In addition to book mentioned earlier, following guide is also very useful for students and recent gradaute engineers SCI P387 guide Steel building design: Worked examples for students
@AhtesamKhan-ix9jn
@AhtesamKhan-ix9jn 9 ай бұрын
Thanks for your quick response Sir, I am working as a professional 2:35 in oil and gas industry as a structural engineer..i really need to clear the concept of steel structure.
@DrJQureshi
@DrJQureshi 9 ай бұрын
@@AhtesamKhan-ix9jn glad to be in touch with you. I’m always here to help.
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