Skip to main content

CROSS Safety Report

Balcony collapse at block of flats

Report ID: 341 Published: 1 January 2014 Region: CROSS-UK

This report is over 2 years old

Please be aware that it might contain information that is no longer up to date. We keep all reports available for historic reference and as learning aids.


An in-situ reinforced concrete balcony collapsed at a block of flats which are believed to have been built in the 1960s.

Key Learning Outcomes

For clients and the construction team:

  • Cantilever balconies deserve particular attention during design and construction

  • Quality control and competent supervision on site can help to ensure that the structure is built in accordance with the design

  • Effective communication of essential design information in an accessible form to tradespeople working on site can also ensure the works are in accordance with the design intent

Full Report

Find out more about the Full Report

The Full Report below has been submitted to CROSS and describes the reporter’s experience. The text has been edited for clarity and to ensure anonymity and confidentiality by removing any identifiable details. If you would like to know more about our secure reporting process or submit a report yourself, please visit the reporting to CROSS-UK page.


An in-situ reinforced concrete balcony collapsed at a block of flats which are believed to have been built in the 1960s. Fortunately no one was injured. An inspector found that the external balcony appeared to be a continuation of the floor slab and served as the residents' only access to their individual flats. It was approximately 150mm thick and cantilevered by approximately 1.3m.

The majority of the reinforcement, of approximately 8mm in diameter, was located in the bottom half of the slab (compression zone) and some of the reinforcement had next to no cover. The closest the reinforcement appeared to get to the tension zone was around the neutral axis.

The reporter says that the most likely reason for the collapse was the lack of reinforcement in the tension zone. However, the balcony had clearly managed to remain in place for the last 40 years or so, relying only on what little tension capacity was afforded by the unreinforced concrete.

There are a number of other similar balconies in the area which have now been propped and work is underway to assess whether they too are susceptible to a similar type of failure. The balconies repairs are being planned in a risk based priority order.

Figure 1: rebar in the bottom of the cantilever slab

Expert Panel Comments

Find out more about the Expert Panels

Expert Panels comment on the reports we receive. They use their experience to help you understand what can be learned from the reports. If you would like to know more, please visit the CROSS-UK Expert Panels page.

It is not known why the bars were in the wrong face of the slab. They may have been placed correctly but without adequate support, and site operatives could then have walked on the bars and displaced them whilst placing concrete. Or perhaps there was a continuous shutter under the slab for the interior of the building and the balcony, with no recognition that the last section was a cantilever. If this was the case, the bottom rebar for the interior span would simply be carried on into the cantilever.

In any event, there was poor control on site and for reasons of quality and safety there has to be competent and resourced supervision. Since this case was brought to the attention of the Health and Safety Executive (HSE), there have been reports to them of other cases, so the problem may be systemic.

Structural safety relies not just on adequate strength but also on controlling modes of failure such that they are ductile, do not cause harm and give warning of impending collapse. Rapid brittle failures of any kind are to be avoided. No doubt this slab was mostly relying on tensile capacity of the concrete to survive, but even if that had been adequate, the slab would have been ‘unsafe’.

Great care is also required if percentages of rebar are small such that members have less bending capacity than they would have based on the tensile strength of the concrete. The danger is that under increasing load, the member fails at the higher moment and load transfer to rebar is so rapid it just snaps rendering it useless.

The incident once again shows the importance of an experienced person just walking around sites and seeing that gross mistakes are avoided.

Submit a report

Your report will make a difference. It will help to create positive change and improve safety.

Our secure and confidential safety reporting system gives professionals the opportunity to share their experiences to help others.