Sir, I would like to ask you how you are obtaining the values of moment and rotation directly. Is there any code you are following, or is it just a default number? thank you
Hello Sir first of all thank you for your work. I wonder a thing. When you put a plastic hinge for reinforced concrete beams and columns, do you consider cracked section effective rigidity? If it is taken then period of structure and plastic rotation of member can show us different results.
Hi sir, thanks for wonderful and valuable information and this course .. my question for SF for rotation , one can assume that it shall equal to zero because at origin point at My=1, this corresponds to theta yield = zero Is that correct??
Sir, I would like to ask you how you are obtaining the values of moment and rotation directly. Is there any code you are following, or is it just a default number? thank you
Sir your explanation of every parts are really outstanding..
such a wonderful video shanks for share👌👌😍😍
Thank you 🙏
Hello Sir first of all thank you for your work. I wonder a thing. When you put a plastic hinge for reinforced concrete beams and columns, do you consider cracked section effective rigidity? If it is taken then period of structure and plastic rotation of member can show us different results.
JazakAllah Sir
Good work. PleaseAre you able to provide some information on Hinges for steel sections?.
Thank you 🙏 I will have a separate playlist for this purpose.
Mashallah sir
Thank you 🙏
Hi sir, thanks for wonderful and valuable information and this course .. my question for SF for rotation , one can assume that it shall equal to zero because at origin point at My=1, this corresponds to theta yield = zero
Is that correct??
It was helpful, thanks a lot sir.
Thank you 🙏