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Reinforcement Spec
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About

A Ring Beam (or Seismic Belt/Bond Beam) is a horizontal reinforced concrete element built on top of masonry walls. Its primary function is to tie the walls together, distributing loads evenly and providing confinement during seismic activity. It is the single most important element for preventing masonry collapse during earthquakes.

This calculator estimates the materials for the belt and highlights the critical Corner Joint Detail. Inadequate overlaps at corners are the most common failure point; "L" bars must be used to ensure continuity around the 90-degree turn.

ring beam seismic belt bond beam masonry reinforcement corner detail

Formulas

Stirrup length is calculated based on the beam perimeter minus concrete cover:

Lstirrup = 2(w + h) 8c + Lhooks

Corner L-bars are essential. Simply crossing straight bars is NOT structural.

Reference Data

Seismic ZoneMin Longitudinal BarsStirrup Spacing
Zone 1 (Low)4 Ø 10mm200 mm
Zone 2 (Mod)4 Ø 12mm150 mm
Zone 3 (High)4 Ø 14mm100 mm (near corners)
Corner Lap50 × dMust use L-shaped bars.
Min Concrete GradeC20/25Standard structural mix.
Stirrup Hook135°Seismic hooks required.

Frequently Asked Questions

No. Crossing straight bars provides almost zero structural strength at the corner joint. Under tension, the concrete behind the bar cracks and the bar pulls out. You must use L-shaped bent bars that overlap into the adjacent leg.
In an earthquake, the concrete cover can spall (break off). A standard 90-degree hook will open up, releasing the longitudinal bars. A 135-degree hook is bent inwards into the concrete core, staying secure even if the cover is lost.
Typically, the ring beam width matches the wall thickness (e.g., 200mm or 250mm). The depth is usually between 200mm and 300mm depending on the span of lintels it might integrate with.