What to do with calculated and noted steel ?? What if reinforcement there in core ? Please explain..
@HIGHWAYENGINEERING4 жыл бұрын
It is reported that the presence of transverse steel causes a 5 to 15% reduction in compressive strength of core. The effect of embedded steel is higher on stronger concrete and as its location moves away from ends, i.e. towards the middle. However presence of steel parallel to the axis of the core is not desirable.also we should test rebound hammer test.
@user-ev2tz2os1y4 ай бұрын
Correction factore…..amazing video…superrr
@HIGHWAYENGINEERING2 ай бұрын
Thank you 🙂
@ijazarif2453 жыл бұрын
ap ki video bht achi lgi thanks
@success5555 жыл бұрын
Nice presentation.
@rgrrsgggf5 жыл бұрын
very nice video thanks
@ImranKhan-mn1bs4 жыл бұрын
Very useful video.
@HIGHWAYENGINEERING4 жыл бұрын
Kindly share with your friends
@ImranKhan-mn1bs4 жыл бұрын
@@HIGHWAYENGINEERING why not. I'm already share every video with all friends.
@MdRafiq-od3cd3 жыл бұрын
For testing in CTM, is it compulsory for core to be level/smooth in both face i.e top and bottom?? Usually cores are levelled at top not at bottom..
@HIGHWAYENGINEERING3 жыл бұрын
yes its compulsory
@BERNARDGLENNESPINOZAАй бұрын
Can we still use 50mm dia. core for column with closed ties where 100mm dia. is not feasible?
@HIGHWAYENGINEERINGАй бұрын
Yes
@prabeshmanandhar609510 ай бұрын
What about the twmperature correction factor on cylindrical sample obtained from core cutting??
@khaledeajal76512 жыл бұрын
Tanks for lessons
@prabeshmanandhar609510 ай бұрын
B) calculation point no. 2: Can you please provide supporting document which mentions the strength should be 75% for single core??
@user-wc5lt2ut1s9 ай бұрын
Agar concrete mai PSC POST Tensioning Girder hai aur wo 15 mtr Height se falling huva hai to core result kitna trustabel hoga?
@rahulpatil-hx1pu4 жыл бұрын
Sir Please Upload the vedio of complete calculations and result for better understanding
@HIGHWAYENGINEERING4 жыл бұрын
already uploaded brother
@HIGHWAYENGINEERING4 жыл бұрын
kzbin.info/www/bejne/ZmG2hIiPitOcoZo
@rashidhussain6182 Жыл бұрын
Very Nice
@krishnakaval53033 жыл бұрын
Does L is before capping or after capping for L/D ratio
@HIGHWAYENGINEERING3 жыл бұрын
After capping
@michoudhary64504 жыл бұрын
why this method is not applicable to cores from Shotcrete?
@ahad6096 Жыл бұрын
Can you tell me which standard apply for shortcrete cores plz
@tilottamasahoo97904 жыл бұрын
Sir F ka formula kaha se lai? Please bataiye
@HIGHWAYENGINEERING4 жыл бұрын
IRC 58 : 2015
@itsankit273 жыл бұрын
What will do if L/D ration is between 1.75 to 1.90?
@qureshiatif60422 жыл бұрын
No need to apply correction factor, note the comp. strength as it is.
@MrTeacher-90002 жыл бұрын
Hi
@hy89794gmailcom Жыл бұрын
Pehle aap ne kha ratio 1.75 se kam h to koi correction nhi karna Fir kha 1.75 h to correction factor lagega