12 Restrained Beam Tutorial | Eurocode 3 Steel Design series

[@DrJQureshi]

Download all lectures at tinyurl.com/JQureshiSTEEL

[@razakhamid576]

thank you so much, dr

[@OGTennyson]

Thank you very much sir. You're a very good teacher. I learnt a lot in these 25minutes. God bless🙏🏾🙏🏾

[@DrJQureshi]

Thank you for your kind words! Your support motivates me to keep creating educational content.

[@andrewopiyo8568]

Thank you sir this was very helpful

[@DrJQureshi]

Appreciate your comment.

[@DrJQureshi]

** TIMESTAMPS ** 00:00 - Introduction 00:48 - First example with distributed and point loads 13:23 - Second example with distributed load only

[@AnjaLESOJr]

Sir please do a lecture series on beam, column and slab design with EC 2. I have completed your lecture on steel design with EC 3. This is a group request from Papua New Guinea University of Technology Department of Civil Engineering.

[@DrJQureshi]

Thanks for the comment. I’ll prepare the lectures on RC column and slab shortly. I’ve been very busy at work. Good quality PowerPoint presentation is taking time.

[@AnjaLESOJr]

@@DrJQureshi It's understandable. Thank you

[@burakayyildiz2739]

Thank you so much sharing this enormously beneficial information and lecture. It helped a lot. Appreciate it!

[@DrJQureshi]

Glad it was helpful!

[@MuhammadAli-hu3gm]

Sir, please cover more topics

[@DrJQureshi]

Yes, sure. Steel Design is a 30 part series covering basic and advanced topics suitable for students and graduate Civil/Structural Engineers.

[@qalanjoluul5034]

Load combination (Gk+Qk) is the most commonly used for serviceability checks. Based on the example, you used only variable load. am I right professor Dr Jawed?

[@DrJQureshi]

In industry, engineers use dead plus live load unfactored for serviceability deflection checks. However, Eurocodes only require us to check unfactored live load check. I believe both approaches are right.

[@muhammadasifqureshi8954]

❤👑