Contents: 00:39 Introduction 17:22 Flexure strength 23:20 Bending stress 33:25 plastic moment 39:12 Shape factor 46:57 Plastic modulus for unsymmetric shapes 50:00 Example
Пікірлер: 9
@shamamba023 жыл бұрын
Thank you sir. ! I hope you'll upload more of these types of videos. It really helped me.🙏
@user-fm7ru3kr5j3 жыл бұрын
Thank you very much
@Shahab0873 жыл бұрын
Thank u so much. I am looking forward for steel gurders
@SabirAli-eq5lm10 ай бұрын
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 Жыл бұрын
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 Жыл бұрын
Excuse me, sir, where can I download slides, thanks.