STEEL

Crank Bar (Bent-up Bar)

Reinforcement bent up near supports to resist hogging moment + shear

Also calledcrank barbent up barcranked barbent-up reinforcementtrussed bar
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Definition

A crank bar (bent-up bar) is a main reinforcing bar that is bent diagonally upward — usually at 45° (or 30°/60°) — near the supports of a beam or slab. The bend places steel where it is needed: in the mid-span the bar sits at the bottom to resist sagging moment, then 'cranks' up over the support to resist the hogging (negative) moment there, and the inclined portion simultaneously contributes to shear resistance like an inclined stirrup.

In continuous beams/slabs the crank typically starts at about L/5 to L/7 from the support face. The bend deduction and the inclined-length increase are computed in the bar bending schedule per IS 2502 (for a 45° crank, extra length ≈ 0.42 × crank height per bend). Modern practice often favours separate straight top/bottom bars + closed stirrups (especially for ductile/seismic detailing per IS 13920, which discourages bent-up bars as shear reinforcement), but crank bars remain common in routine slab/beam detailing and are a standard BBS shape code.

Where used
  • Continuous slab + beam reinforcement detailing
  • Resisting support hogging moment with mid-span bottom steel
  • Supplementary shear reinforcement near supports
  • BBS cutting-length computation (IS 2502 bend rules)
  • Economical bar layout in lightly loaded members
Acceptance / threshold
Crank location, angle + extension per the structural drawing and IS 456 detailing; cut length includes the IS 2502 bend deduction + inclined-length addition. For seismic ductile members follow IS 13920 (bent-up bars not relied on for shear).
Frequently asked
Why are bars cranked in a beam or slab?
So one bar serves two needs — it stays at the bottom in mid-span for sagging moment, then bends up over the support to resist the hogging moment, while the inclined portion also helps carry shear near the support.
At what distance from the support is a bar cranked?
Typically at about one-fifth to one-seventh of the span (L/5 to L/7) from the support face, the point beyond which the bottom steel is no longer needed for the mid-span moment — confirm against the structural drawing.
Related terms