The failure of uni-axial steel tension members, specifically of the ductile material type discussed in this lecture, can be distinctly defined by the steel’s ultimate tensile strength (Fu) or yield stress (Fy) without needing to consider Tresca and Von Mises criteria.
For member design, we use force as the measure of strength. Stress (force per unit area) is a less direct measure when dealing with members with a known cross-sectional area. That is why we multiply permissive stress (Fy) by the cross-sectional area of the member (A) to arrive at the member strength in terms of force.
Dr. Structure! you are great! No one can put any genuine price on your great job. Really appreciate that!
Thanks for the feedback.
My favorite Structural Channel. Very good animation. Understandble.
most awaited series .......... youtube lacks good content in steel structure design
excelente material, gracias por compartir
Thanks
We want full Series about steel structure
It should be full series please❤️
Thank you Dr structure for this
I am looking forward to the full course
Best expn comprehensive
Amazing
Upload more videos like this with mathematical solution please
great!
thank you so much for this amazing course, I hope there is a schedule for posting this course daily or weakly
Please make video on shear lag and lug angle soon
Can you upload more videos on ASD and LRFD? I have issues with the Tributary areas problem
Please provide the notes as well
What is the failure theory that has been used for the equation (Maximum shear stress or Distortion energy)?
The failure of uni-axial steel tension members, specifically of the ductile material type discussed in this lecture, can be distinctly defined by the steel’s ultimate tensile strength (Fu) or yield stress (Fy) without needing to consider Tresca and Von Mises criteria.
Thank you very much, please do for concrete design too
Great
Please can y share with us which program help you in explaining
Mainly Adobe Illustrator and Camtasia Studio.
I was teaching this topic in steel structure to 3rd year civil engineering
dear sir, why u are telling FyAy IS ENSILE SRENGTH OF THE MEMBER? iSN'T IT TENSILE STRESS?
For member design, we use force as the measure of strength. Stress (force per unit area) is a less direct measure when dealing with members with a known cross-sectional area. That is why we multiply permissive stress (Fy) by the cross-sectional area of the member (A) to arrive at the member strength in terms of force.
Thank u sir !