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Why Bent Up Bars Are Provided

Why Bent Up Bars Are Provided. Why bent up bars provided in r.c.c slab. Generally 15mm to 20mm cover is provided for the main reinforcements.

Why Crank Bars or Bentup Bars are Provided in Slabs
Why Crank Bars or Bentup Bars are Provided in Slabs from civilsnapshot.com

Helps in reducing project costs. This distance should be taken at the level of the flexural reinforcement; Bent bars are required when the load occurs at a point where the development length is closer to the edge than the length required to carry that load.

Generally 15Mm To 20Mm Cover Is Provided For The Main Reinforcements.


The crank bar prevents any deformation due to vibrations and dynamic loads in the slab. These bent up bars resist diagonal tension. In one sentence, bent up bars are provided to counter the shear force.

Bent Bars Are Required When The Load Occurs At A Point Where The Development Length Is Closer To The Edge Than The Length Required To Carry That Load.


Cranked bars / bent up bars are provided on top of the reinforcement to resist negative bending moment/hogging at the supports of the slab. When the dead load of the slab and uniform live load over it act in the downward direction, the forces in the end support or continuous support act in the upward direction to counterbalance the slab load. Inclined length of crank = d/sin30° = 2d.

Helps To Withstand Shear Force I.e.


Shear force becomes extreme at supports and here optimal shear resistance is necessary. Bent bars are required when the load occurs at a point where the development length is closer to the edge than the length required to carry that load. If one way slab is simply supported, why bent up bars are provided in slab reinforcement?

Why Crank Bars Are Provided In Slab Construction?


Reduces the overall weight of reinforcement bars required in the slab. Helps in resisting bending moments. X | anchorage length s = 0.9d(col a + cot 0) (a) single system.

Bent Up Bars Are Used For The Economization Of Material.


1.to withstand hogging (negative bending moment) at supports. Equal number of bars are to be bent on both sides to maintain symmetry. Which we provide in the ends on the top of the slab or also in the top of the mid supports (if any type of mid support is present) to counter the negative moment called (hogging) which produce at that sections of the slabs and beams.

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