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- CROSS-UK Newsletter 1 (1)
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- CROSS-UK [sub-heading only] (13)
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CROSS regions
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...
30 March 2023
CROSS Safety Report
Report ID: 1082
Region: CROSS-AUS
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.
26 August 2022
CROSS Safety Report
Report ID: 1127
Region: CROSS-UK
Steelwork splices do not match design calculations
Remedial works had to be carried out after it was found that steelwork splices on site did not match calculations which were retrospectively provided by a contractor.
29 March 2021
CROSS Safety Report
Report ID: 916
Region: CROSS-UK
Design of timber structures
An approximate design led to a timber roof deflecting considerably.
1 November 2005
CROSS Safety Report
Report ID: 17
Region: CROSS-UK
Responsibility for change
The inadequate substitution of lintels led to them buckling, and the surrounding masonry cracking.
1 February 2007
CROSS Safety Report
Report ID: 50
Region: CROSS-UK
Building regulations submissions
This report has been written on behalf of a group of senior local government structural engineers who refer to previous CROSS newsletters and in particular the reports relating to the poor quality of building regulation submissions and lack of checking resources.
1 July 2007
CROSS Safety Report
Report ID: 65
Region: CROSS-UK
Effect of staff change on a design
A reporter illustrates how risk can be generated from staff turnover.
1 October 2012
CROSS Safety Report
Report ID: 277
Region: CROSS-UK
Design deficiencies in long span steelwork portal
A firm commissioned to design steel joints on a large portal frame structure noticed that there was lack of restraint to a series of long span rafters.
1 October 2013
CROSS Safety Report
Report ID: 329
Region: CROSS-UK
Concrete grade confusion in software
A reporter noticed that the design calculation report generated by a proprietary software package called for ‘concrete characteristic strength = 45N/mm2’, but did not confirm whether this refers to the cylinder or cube strength.
1 April 2019
CROSS Safety Report
Report ID: 788
Region: CROSS-UK
Steelwork connection design
A reporter is concerned that on small domestic projects, steelwork fabricators are appointed who do not have the expertise to design connections or prepare fabrication drawings.
1 October 2013
CROSS Safety Report
Report ID: 393
Region: CROSS-UK
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