13- Beams- Part 1- Flexure strength-Plastic moment

[@shamamba02]

Thank you sir. ! I hope you'll upload
more of these types of videos. It really helped me.🙏

[@SabirAli-eq5lm]

for the axial load of 40 kips. select any circular section whuch at least stable for local or global buckling. the effective length is 15 ft and fy=40 ksi (how to solve it sir)

[@ahmedal-sowaidi8074]

thanks u so much. one question if you don't mind me asking. regarding a fully plastic section, can't we assume moment redistribution as a plastic hing were theoratically formed? i mean it is so conservative assumig system failure since only a certain section along the member would fail.

[@tuengineeringtutor9117]

Excuse me, sir, where can I download slides, thanks.

[@Shahab087]

Thank u so much.
I am looking forward for steel gurders

[@حيدرخضيرحسن-ك4خ]

Thank you very much

[@renalcoco6388]

What is the name of the book?

[@sherifmostafa7596]

Steel Design, 5th Ed By William Segui.pdf

[@najm4021]

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