you all prolly dont give a damn but does someone know of a method to log back into an instagram account?? I was dumb lost the account password. I appreciate any help you can offer me
Sir u given useful presentation. I have few questions. 1.How could u ensure compatability between the existing RCC and retrofitted Ultra high performance concrete.2 What is the ductility of retrofitted system that means increase or decrease. 3.why i asked this questions are before strengthening of integrated elements we must ensure safety of integrated connection system such as beam.column joint. R u done any experimental work in this lines???Thank u for presentation...
You have no picture's or drawing's number. Your last drawing has an error. On the axial drawing, the teflon is placed under the steel, while in the cross sectional drawing, the teflon is placed above the steel. Please confirm. Thank you.
I benefited from your interesting explanation Please, I am asking you a favor I am a university student and there is research I am doing on this topic Can you help me by giving me a copy of this presentation ?
I was waiting for this from many days. Thank you so much.
@Noe Axton very ethical for you. why would you tempt people...
you all prolly dont give a damn but does someone know of a method to log back into an instagram account??
I was dumb lost the account password. I appreciate any help you can offer me
Very helpful info
Sir u given useful presentation. I have few questions. 1.How could u ensure compatability between the existing RCC and retrofitted Ultra high performance concrete.2 What is the ductility of retrofitted system that means increase or decrease. 3.why i asked this questions are before strengthening of integrated elements we must ensure safety of integrated connection system such as beam.column joint. R u done any experimental work in this lines???Thank u for presentation...
It was really helpful 🙏
I may suggest to use shear studs to improve bond between existing and new conrete
it was really helpful
Very useful lecture. Regards.
It was really helpful
great.. thanks
This is very interesting, however, where can we find the reference design for those strengthening work?
❤
Sir,
It is very useful information which we are going to cast the retrofitting works at site.
You have no picture's or drawing's number. Your last drawing has an error. On the axial drawing, the teflon is placed under the steel, while in the cross sectional drawing, the teflon is placed above the steel. Please confirm. Thank you.
thankss
After rusted bars slab renovation may I use H type iron beams to support the slab?
Additional concrete and reinforcement on existing slab will apply more load on the existing slab???
I benefited from your interesting explanation
Please, I am asking you a favor
I am a university student and there is research I am doing on this topic
Can you help me by giving me a copy of this presentation ?
It's available on nptel website
Is it possible
20:14
What was the thickness of the plate placed under the beam?
Very helpful info