some say we should avoid lapping at the column juction joint and some are say we can do it , but according to IS13920 1993 CL.6.2.6 , we should avoid lapping within the joint and within a distance of 2d from the support,
@chimonpegu2853 Жыл бұрын
Sir, you deserve million views and subscribers ❤
@CivilTutor Жыл бұрын
Thank you so much
@JuanDelaCruz-gx8dj2 жыл бұрын
Thank you will keep listening nd watching your channel ..merry X'mas
@3k19722 жыл бұрын
Namaskaram, nice explanation...
@aanart40379 ай бұрын
Thankyou..
@RohitSingh-fu1ls10 ай бұрын
In bottom portion 2d ?
@kotlamariyadasu906710 ай бұрын
Please explain the bbs of plinth beam main bars
@Z-add2 жыл бұрын
Talk about stirrup spacing. Some use equal spacing while others use more spacing in the middle of the beam
@CivilTutor2 жыл бұрын
The purpose of stirrups is to hold the main bars in position and to counter the effect of shear force. Since the shear is maximum near the supports and gradually decreases towards the centre of the beam and becomes zero at the centre. That's why stirrups are provided with closer spacing near the supports in comparison to the intermediate span.
@lifeline76738 ай бұрын
For bottom, lapping is provided by avoiding center not in volumn joint.
@engrxiddig2 жыл бұрын
Thanks
@norbertmichael71582 жыл бұрын
great video
@CivilTutor2 жыл бұрын
Glad you enjoyed it
@marrisridar7104Ай бұрын
If top bars don't get lap zones bcoz of span is more for continuous beams
@anthonipillaijohnemmanuel88617 ай бұрын
Ples tell lap length in teams of bar diameter for beam