Thank u sir. I followed ur vedio focusing on sign lose in Response Spectrium. It was nice . I want to combined the resonse spectruum load with the permanet and variable load in csi safe after editing the loads in iteractive table. As the exported variable and RS loads were not factored( in eurocode live load must be taken 30% for office and residential buildings during equivalent lateral force or Response spectrium load cases( uses 70%/30% ortogonal direction combination ) So how can I combine them to proceed design of foundatio?
A quick question- for inducing ductility in the structure, the steel used in the shear reinforcement has to be strong or weak in terms of tensile strength? It was a nice video for sure! 👌
@@melesedemissie7664 Elastic that comes back to its previous state after load is removed. Inelastic that doesn’t come to its initial state after load is removed.
V nice explanation sir keep encouraging civil engineering students 😊
Wonderfully explained by you...
Very nice explanation
Thank u sir. I followed ur vedio focusing on sign lose in Response Spectrium. It was nice . I want to combined the resonse spectruum load with the permanet and variable load in csi safe after editing the loads in iteractive table. As the exported variable and RS loads were not factored( in eurocode live load must be taken 30% for office and residential buildings during equivalent lateral force or Response spectrium load cases( uses 70%/30% ortogonal direction combination ) So how can I combine them to proceed design of foundatio?
Thanks for this video Sir....
Please post similar videos regarding seismic and structural engineering.
Very Informative... Thank You...
very good explanation .
A quick question- for inducing ductility in the structure, the steel used in the shear reinforcement has to be strong or weak in terms of tensile strength?
It was a nice video for sure! 👌
Nice vedio thank you for your content ..sir can you please make a full vedio on evaluation of ductility of a g+15 rc building with shear wall on etabs
Nice sir What is the difference between elastic and inelastic deformation
@@melesedemissie7664 Elastic that comes back to its previous state after load is removed. Inelastic that doesn’t come to its initial state after load is removed.
Hello sir. Very nice information. Sir how do you make the concrete more ductile? Thank you sir please keep postiong on seismic structures.
Concrete can't be ductile, that's y embed steel in it.. by designing the steel as per IS 13920 we can achieve more ductility in the structure
Thank you sir
One Request is Plz do Video/s on Structural Steel Connection Design as per IS Codes, with Bentley or Idea Statica or Prokon Software/s.... Thanks...
Good
i give a like for the broken pencil and a subscribe for the owner 😅
Rip pencil ✏️
😃 sacrifice for learning😁
Sir Apni Bengali na?????
yes
@@ilustraca Accha valo aamio nice dada