Post-Tensioned Slabs & Floors
Thinner slabs with no beam drops, enabling open spaces and faster construction.
What is a post-tensioned slab?
A post-tensioned slab is a concrete floor reinforced by high-strength steel cables (1,860 MPa strands) stressed after the concrete has been cast and cured. This prestressing technique creates a permanent compression within the slab, neutralizing the tensile forces that normally cause cracking in conventional reinforced concrete.
Unlike traditional reinforced concrete floors that require beam drops to span distances, a post-tensioned slab functions as a continuous flat structure. The cables follow a computer-optimized parabolic profile, concentrating the prestressing force where bending stresses are greatest.
How is post-tensioning used in floors?
The process begins with laying HDPE (high-density polyethylene) ducts containing the steel strands directly on the formwork. Anchor plates are fixed at the slab perimeter. After concrete placement and once a minimum strength of 25 MPa is reached (typically 3 to 5 days), the strands are stressed using hydraulic jacks.
The prestressing force — typically 150 to 200 kN per cable — is transferred to the concrete via the anchors, creating a biaxial compression state throughout the slab. This compression counteracts the tensile stresses generated by live loads, allowing the slab to perform more efficiently than conventional reinforced concrete.
Advantages over conventional reinforced concrete
The most visible advantage is the reduced thickness: a post-tensioned slab of 18 to 26 cm replaces a reinforced concrete floor of 23 to 33 cm for the same spans. This 20 to 30% thickness reduction triggers a cascade of savings across the entire building: less concrete, less passive reinforcement, lighter foundations, and greater clear height under the ceiling at each storey.
The absence of beam drops completely frees up the space beneath the slab. Architects have full freedom to position partitions, service ducts, and suspended ceilings. For a 10-storey building, the cumulative height saving can amount to an additional storey within the same building envelope — a decisive economic argument for property developers.
Formwork can be stripped in just 3 to 5 days compared with 21 days for conventional reinforced concrete. This accelerated construction cycle reduces labour costs, formwork hire charges, and shortens the overall building delivery schedule. On a large-scale project, total savings reach 20 to 35% of the structural cost.
Typical applications
Post-tensioned slabs are the benchmark solution for residential towers (10 storeys and above), office buildings with open-plan floors, hotels requiring 7 to 9 m spans without intermediate columns, and hospitals where space flexibility is essential. In West Africa, BEPCO has delivered over 1,000,000 m² of post-tensioned slabs for these building types.
Key Benefits
Reduced thickness
18-26 cm instead of 23-33 cm in reinforced concrete — 20 to 30% less concrete on every level.
Flat ceilings
No beam drops: complete architectural freedom for partitioning and building services.
Rapid stripping
3 to 5 days versus 21 days in RC. The construction cycle is cut by a factor of four.
Overall savings
20 to 35% saving on structural cost through reduced materials and shorter schedules.
Frequently Asked Questions
What is the minimum thickness of a post-tensioned slab?
The standard minimum thickness is 18 cm for spans of 3×3 to 4×4 m. For spans of 6×6 to 7×7 m (the most common in buildings), the thickness is between 22 and 24 cm. These values are 20 to 30% less than the thicknesses required in conventional reinforced concrete for the same spans.
Is post-tensioning suitable for residential buildings?
Yes, post-tensioning is particularly well-suited to medium- and high-rise residential buildings (5 storeys and above). It enables spans of 7 to 9 m without intermediate columns, providing open-plan apartments. In West Africa, the majority of high-end residential towers now use post-tensioning.
How much can you save with a post-tensioned slab?
Savings vary by project but typically range between 20 and 35% of structural cost. These savings come from reduced concrete volume (20-30%), passive reinforcement (up to 40% less), formwork (stripping 4 times faster), and foundations (reduced loads). Use our online calculator to estimate savings on your project.
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