There is mistakes in equations discussed. 1. The minimum shear reinforcement we should provide is as the following (Asv/bSv >= (0.4/0.87fy) 2. Minimum vertical spacing of main R/f in beams is 15mm 2/3 aggregate size Extremely sorry for the error incurred 3. Helical ties Pitch not more than 75mm 1/6 of core diameter
There is mistakes in equations discussed.
1. The minimum shear reinforcement we should provide is as the following
(Asv/bSv >= (0.4/0.87fy)
2. Minimum vertical spacing of main R/f in beams is
15mm
2/3 aggregate size
Extremely sorry for the error incurred
3. Helical ties
Pitch not more than
75mm
1/6 of core diameter
Great class mam. Your teaching made the topic easier to understand through the revision.Thank you mam.
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Really Helpful ☺️
Thankyou mam💖
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Very effective ❤
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Good class🎉🎉
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Nitya miss and Teena miss❤Nice presentation....Good class
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Minimum shear reinforcement 1:33:26 parnjthu wrong alle...athil koduthitilathu minimum longitudinal reinforcement eqtn aanu
U are right.. Eqn wrong aan
@@aiswaryaa.s5564corrected.
Mam, minimum vertical spacing of reinforcement aggregate criteria varumbol.. 2/3 rd of aggregate size alle??
Yes. Please check the pinned message
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Maximum mixing time of concrete is 3 minutes എന്നല്ലേ turbo charge ൽ പഠിപ്പിച്ചത്?? 😢😢
ടെക്സ്റ്റ് ബുക്കിൽ 3 minutes 😢😢😢😢😢