Post-Tensioned Beams & Long Spans

Spans of 15 to 30 metres with no intermediate support, creating open and functional spaces.

What is a post-tensioned beam?

A post-tensioned beam is a linear structural element in concrete reinforced by prestressing cables stressed after casting. Prestressing makes it possible to design beams capable of spanning 15 to 30 metres — or even more for exceptional structures — while maintaining optimized cross-sections and reduced weight compared with conventional reinforced concrete.

The principle relies on the parabolic profile of the cables within the beam: low at mid-span (where bending is maximum) and high over the supports. This geometry creates an internal force system that counteracts the bending stresses generated by permanent and live loads.

Why use post-tensioning for long spans?

In conventional reinforced concrete, spanning 15 metres requires very deep beams (1.2 to 1.5 m), which are heavy and costly in materials. Post-tensioning reduces the beam depth by 25 to 35% for the same span, thereby lowering self-weight, foundation loads, and the volume of concrete needed.

For transfer beams — structural elements that carry the loads of several columns removed at the facade or on lower levels — post-tensioning is often the only technically viable solution. It concentrates a considerable load-bearing capacity in an element of reasonable dimensions, compatible with the building's architectural constraints.

Advantages over conventional solutions

The primary advantage is the clear span: where conventional reinforced concrete reaches its practical limits around 10-12 metres, post-tensioning routinely achieves 20 to 25 metres. This capability transforms the design of large spaces: auditoriums, shopping centres, and sports halls can be built without the forest of intermediate columns that restricts layout and sight lines.

For long-span car parks, post-tensioning enables spans of 16 to 18 metres between column lines, freeing up space for traffic flow and parking. The reduction in column numbers increases the ratio of spaces per square metre and improves vehicle manoeuvrability — a direct benefit for investment returns.

The optimized cross-sections result in a 30 to 40% reduction in passive reinforcement and a 15 to 25% reduction in concrete volume compared with a reinforced concrete solution for the same span. On a project with numerous long-span beams, these material savings amount to hundreds of millions of FCFA.

Typical applications

Post-tensioned beams are essential for shopping centres (16-20 m bays), auditoriums and multipurpose halls (20-30 m spans without columns), exhibition halls, multi-storey car parks (optimized spaces-to-area ratio), and sports halls. BEPCO designs and builds these structural elements across 11 countries in Africa.

Key Benefits

01

15-30 m spans

Clear spans impossible in conventional reinforced concrete, with no intermediate columns.

02

Optimized cross-sections

Beam depth reduced by 25-35% compared with RC, freeing up usable height.

03

Fewer columns

More open space and better returns for car parks and commercial areas.

04

Material savings

30-40% less steel and 15-25% less concrete compared with conventional RC.

Frequently Asked Questions

What is the maximum span achievable with post-tensioning?

In building construction, typical post-tensioned spans range from 15 to 30 metres. For civil engineering structures (bridges), spans of 50 to 200 metres are achievable using balanced cantilever or precast segmental construction. BEPCO routinely designs 20 to 25 m beams for shopping centres and car parks in West Africa.

Does post-tensioning replace traditional beams?

For spans exceeding 10-12 metres, post-tensioning offers decisive advantages in cost and performance. For shorter spans, conventional reinforced concrete remains competitive. BEPCO carries out a systematic comparative study for each project to recommend the most cost-effective solution.

What are the advantages for car parks?

Post-tensioning enables 16-18 m bays in car parks, reducing the number of columns by 30-40%. This increases the parking-space ratio, improves vehicle circulation, lowers foundation costs, and speeds up construction. The return on investment is typically achieved within the first year of operation.

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