09 Compression Members Lecture | Eurocode 3 Steel Design series

[@DrJQureshi]

Download all lectures at tinyurl.com/JQureshiSTEEL

[@m.mohsinrazzakqureshi402]

Thanks for this contribution Dr. Jawed 🙂

[@DrJQureshi]

Thanks

[@DrJQureshi]

** TIMESTAMPS **
00:00 - Introduction
00:32 - What is column buckling?
02:20 - Stocky and slender columns
06:04 - Different column failures
06:34 - Design of Columns - Eurocode 3
10:58 - EC3 Column Design - Steps

[@hybridplayers3583]

sir😍😍😍😍😍

[@DrJQureshi]

Thanks

[@sajujmathew5625]

Hi, Is there any difference in the design for designing a cantilever column. Did only bucking length values changing?- Lcr= 2L.?

[@DrJQureshi]

The design process is same for fixed-free boundary conditions for columns. You are right the buckling length will be 2L. In addition, you may have to consider any moment generated due to fixed end. In that case you’ll design it as a beam-column. I’ve a separate lecture for beam-columns in this playlist.

[@DrJQureshi]

A practical application of a cantilever column is a lamp post, where one end is free and other fixed.

[@sajujmathew5625]

@@DrJQureshi Thankyou so much for your reply.

[@borisdjokaboris6424]

Hi sir, thanks again for the lectures. A question Sir. Is
Fixed-Pinned=pinned Fixed?
Are both 85% of the length utilized?

[@DrJQureshi]

Yes, for both cases Lcr = 0.85L

[@Ivan-x1q]

Thank you so much!

[@DrJQureshi]

You are welcome!

[@c8y8r8]

Bravo

[@DrJQureshi]

Thanks

[@muhammadasifqureshi8954]

👍