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Good product.

Thak you sir

👏

,

Eth mild steell año?

Ethu kannur evide kittum pls replay

Sir, in many places I have seen the "L" length at the end of main reinforcement of short length beam is given as 12d. Kindly tell me the relevant code for this formula. Thanks

Machine prices suggest

Can i get the ppt soft copy please

Video animation and content were clear and crystal 👍👍👍

My son favourite ad

Nice video

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power of copper

This is Waooooooooooooo 😱😱 And Super

Thank you very much for the webinar

Simple and nice

Super

2ndr bar😄😄😄

இதென்ன ஐஸ்கிரீமா! கொழந்தைகள பயன்படுத்திருக்கீங்க? கொழந்தைங்க சொன்னா, கோர்ட்டுவரைக்கும் workout ஆகும் என்பதாலா?

That girl kid name pls she is so cute...

Spek in urdu

Hindi me video dalye sir..

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Good advertisement

Best

SHOCKED to see X-ribs on the QST rebars in this animated video. The 2001 standard ACI 408.3-01/408.3R-01 states "Reinforcing bars with X and diamond deformation patterns are excluded from this standard because their bond properties are markedly lower than bars with parallel ribs." Additionally it adds "Also, X pattern bars are not allowed in the Canadian Code (CSA 1992) because Canadian bond pullout tests on X pattern bars gave significantly lower strengths than did parallel rib bars." It seems that in India, "anything goes". For example Europe did not allow use of CTD bars since 1972 whereas in India these CTD rebars under brand name of "Torsteel" ruled the market till 2002. For 30 years only rebars of yield stength 415 were used - until Grade 500 QST rebars became popular after they were introduced at Durgapur and Bhilai Steel Plants of SAIL. ' Grade 500 became the norm only AFTER the structural engineers were "educated" about the ill-effects of CTD rebars in the famous 2003 International Conference of ICACI "Reinforcement Steel - Today and Tomorrow".

Beautiful.