Structural Safety Information and Reports

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Combination load cases in proprietary software cause concern

A reporter is concerned about a widely used software package that does not, in their opinion, generate load combinations in accordance with the Eurocodes being followed.

Understanding finite element analysis for pile caps

A reporter questions the validity of using two-dimensional finite element (2D FE) shells to model structural elements such as pile caps.

Checking structural calculations

A reporter worked for a small consultancy as a graduate structural engineer where their calculations were never checked.

Inadequate modelling of existing building

An existing building suffered damage while being upgraded, which led to a more detailed inspection of the existing building’s condition. The report highlights the importance of conducting a thorough investigation and assessment of an existing building structure to ensure an understanding of how it will perform under the applied design loads, rather than relying on assumptions that may be unre...

Punching shear design spreadsheets

This is a technical note from a reporter about the methods their firm uses for punching shear design because there was concern about punching shear design spreadsheets possibly leading to potentially unsafe situations. .

Further example of incorrect finite element modelling

Concerns in respect of the sufficiency of finite element modelling of masonry walls as part of a reinforced concrete framed building.

Incorrect modelling of a cantilever

A steel framed building was incorrectly modelled and designed resulting in excessive deflection of part of the frame even before the frame was loaded with the self-weight of the building.

Has the role of building control changed?

A reporter raises a query about the role of Building Control.

Misleading instructions for a structural component

A reporter confirms the difficulty encountered whilst endeavouring to ensure cast-in insulated connectors supporting a parapet wall and balustrade were properly fixed.

Unsafe design of retrofit cantilever balconies

A structural assessment of a number of new balconies being added to an existing building revealed critical concerns in respect of fixings back into the existing brickwork.

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Combination load cases in proprietary software cause concern

Understanding finite element analysis for pile caps

Checking structural calculations

Inadequate modelling of existing building

Punching shear design spreadsheets

Further example of incorrect finite element modelling

Incorrect modelling of a cantilever

Has the role of building control changed?

Misleading instructions for a structural component

Unsafe design of retrofit cantilever balconies

Submit a report

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