how would steel bars effect the modulus of elasticity of concrete section? I need the moment of inertia and modulus of elasticity of reinforced concrete section with effect of percentage of steel. actually I need it because I need stiffness of column to calculate the stiffness of whole story of the building. I modeled a RC building in etabs. etabs gives me stiffness of the story after I run the analysis. but i haven't even run design. How did it calculate the story stiffness even before the reinforcement percentage in column is determined. Is it calculating stiffness of columns with no reinforcement in it ? or is it calculating stiffness of column with minimum required percentage of steel? will it change the stiffness of columns and then the stiffness of whole story after I run design in accordance with the amount of steel it calculates for each column? is the stiffness of the whole story sum of stiffnesses of all the columns of that story?
Mam on the topic of ductility you made videos on column considering the ductile, please make videos on concedering other structure members. Please please please
You have no idea how much helpful this playlist is for me.😍
Your all videos r informative & easy to understand
your video and explaination is really helpfu .. thanks and make more such videos
Thank u
Very informative video you explained well 👏
Thank you madam, and your explanation is too good.
Mam can u explain ,how this load is taken further in building design
How we will calculate vertical seismic coefficient for same zone factor ( Zone-3)
There are 2eqn for Ah,,,, how to select the eqn.
how would steel bars effect the modulus of elasticity of concrete section? I need the moment of inertia and modulus of elasticity of reinforced concrete section with effect of percentage of steel. actually I need it because I need stiffness of column to calculate the stiffness of whole story of the building. I modeled a RC building in etabs. etabs gives me stiffness of the story after I run the analysis. but i haven't even run design. How did it calculate the story stiffness even before the reinforcement percentage in column is determined. Is it calculating stiffness of columns with no reinforcement in it ? or is it calculating stiffness of column with minimum required percentage of steel? will it change the stiffness of columns and then the stiffness of whole story after I run design in accordance with the amount of steel it calculates for each column? is the stiffness of the whole story sum of stiffnesses of all the columns of that story?
please make a video on IS1893 2016 ...because there are many changes on new code.
I am in love with your voice....the way you speak i totally like it😘😘😘
Pls do response spectrum analysis
Mam on the topic of ductility you made videos on column considering the ductile, please make videos on concedering other structure members. Please please please
Thank u madam
Please make a video for ms structure.
For seismic & wind load
MADAM PLEASE MAKE A VIDEO ABOUT DYNAMIC ANALYSIS
Thank u mam
This video is use for college students.
Traverse length: 4x4=14????
14 or 16
like you madam
Who determined w