Reinforcement lapping zone in Beams | Basic rule for lapping length in beams | Civil Tutor

[@CivilTutor]

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[@lalremruata544]

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,

[@JuanDelaCruz-gx8dj]

Thank you will keep listening nd watching your channel ..merry X'mas

[@chimonpegu2853]

Sir, you deserve million views and subscribers ❤

[@CivilTutor]

Thank you so much

[@3k1972]

Namaskaram, nice explanation...

[@Z-add]

Talk about stirrup spacing. Some use equal spacing while others use more spacing in the middle of the beam

[@CivilTutor]

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.

[@kotlamariyadasu9067]

Please explain the bbs of plinth beam main bars

[@lifeline7673]

For bottom, lapping is provided by avoiding center not in volumn joint.

[@anthonipillaijohnemmanuel8861]

Ples tell lap length in teams of bar diameter for beam

[@marrisridar7104]

If top bars don't get lap zones bcoz of span is more for continuous beams

[@norbertmichael7158]

great video

[@CivilTutor]

Glad you enjoyed it

[@RohitSingh-fu1ls]

In bottom portion 2d ?

[@hamidkhankhan1921]

Sir layout ka video banana ha

[@aanart4037]

Thankyou..

[@deepakmahtani3061]

Thanks for this information.

[@engrxiddig]

Thanks

[@specteamindiaprivatelimite1697]

Briefed