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**Construction Tips**·February 22, 2026· 4 min read

# **Post-Tensioned Concrete: When and Why to Use It**

Post-tensioning allows concrete to span longer distances with thinner slabs. Learn how this technique works, where it is used, and what builders need to know about it.

**AVANORTH Team**

AVANORTH Construction

![Post-Tensioned Concrete: When and Why to Use It](https://avanorth.ca/_ipx/q_50&blur_3&s_10x10/uploads/blog/1773070747512-a8df2616.webp)

## What Is Post-Tensioned Concrete?

Post-tensioned (PT) concrete is a reinforced concrete system in which high-strength steel tendons (strands or bars) are installed within the concrete slab or beam, then stressed (pulled tight) after the concrete has gained sufficient strength. This compressive force counteracts the tensile stresses that concrete experiences under load, allowing PT concrete to span longer distances, use thinner sections, and control cracking more effectively than conventionally reinforced concrete.

## How It Works

The post-tensioning process follows these steps:

1. **Tendon placement:** Plastic duct (sheathing) containing one or more steel strands is placed in the formwork before concrete placement. The duct follows a curved profile (parabolic) designed by the structural engineer. The strands are anchored at one end (the dead end) using a cast-in anchor.
2. **Concrete placement:** Concrete is poured around the tendon ducts and conventional reinforcement in the usual manner.
3. **Curing:** The concrete cures until it reaches a specified minimum strength, typically 20 to 25 MPa (usually 3 to 7 days depending on mix design and conditions).
4. **Stressing:** A hydraulic jack is attached to the live end of each tendon. The jack pulls the strand, stretching it and applying a predetermined force (typically 70 to 80 percent of the strand's ultimate tensile strength). The elongation of the strand is measured and compared to the calculated elongation to verify the force.
5. **Anchoring:** Once the target force is achieved, a wedge anchor locks the strand in place. The excess strand is cut off, and the anchor pocket is grouted for corrosion protection.

## Advantages of Post-Tensioning

- **Longer spans:** PT slabs can span 9 to 12 metres (or more) between supports, compared to 6 to 8 metres for conventionally reinforced flat slabs. This reduces the number of columns needed, providing more flexible interior layouts.
- **Thinner slabs:** A PT flat slab is typically 200 to 250 mm thick for typical spans, compared to 250 to 350 mm for conventional reinforced slabs of the same span. Thinner slabs reduce concrete volume, reduce building weight, reduce foundation loads, and reduce floor-to-floor height (allowing more storeys within a given building height limit).
- **Crack control:** The pre-compression from post-tensioning keeps the concrete in compression under service loads, dramatically reducing cracking. This improves durability, reduces water leakage through slabs, and improves the aesthetic appearance of exposed concrete.
- **Faster construction:** PT slabs can be stripped (forms removed) earlier than conventional slabs because the post-tensioning provides immediate load-carrying capacity. This accelerates the construction cycle.
- **Lower material use:** The combination of thinner slabs and longer spans means less concrete and less conventional reinforcing steel (rebar), partially offsetting the cost of the post-tensioning system.

## Common Applications

Post-tensioning is widely used in:

- Multi-storey residential and commercial buildings (floor slabs and transfer beams)
- Parking structures (long spans between columns, crack-free slabs for waterproofing)
- Bridges and bridge decks
- Ground-level slabs on grade in areas with expansive or problematic soils
- Water-retaining structures (tanks, pools, reservoirs) where crack-free concrete is essential

## Construction Considerations

Post-tensioned construction requires specialized knowledge and care:

- **Do not cut or core PT slabs without locating tendons first.** Cutting a stressed tendon releases enormous stored energy and can cause the tendon to whip violently, causing serious injury or death. Before any cutting, coring, or drilling into a PT slab, the tendons must be located using ground-penetrating radar (GPR) or similar detection methods.
- **Stressing must be done by qualified personnel** with calibrated jacks and accurate elongation measurements. Incorrect stressing leads to structural deficiency.
- **Tendon layout must match the engineer's design exactly.** Profile, spacing, and anchor locations are calculated for the specific loading conditions. Deviations can cause localized overstress or inadequate capacity.
- **Concrete cover and duct placement** must be checked carefully before concrete placement. Inadequate cover exposes the tendon to corrosion; misplaced ducts reduce effectiveness.

At AVANORTH, we use post-tensioned concrete where the project's structural requirements and economics support it. We work with experienced PT subcontractors and ensure our field supervision teams understand the unique requirements of post-tensioned construction, particularly the critical safety requirements around tendon locations and stressing operations.

#post-tension #concrete #structural

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