Safety information search results
Filter your results
Building or structure type
- Bridges (4)
- Buildings
(46)
- Agricultural buildings (4)
- Car parks (1)
- Commercial (5)
- Education, science & art buildings (2)
- Health care (2)
- Higher-risk buildings (1)
- Industrial buildings (2)
- Laboratory buildings (1)
- LPS buildings (1)
- Nuclear & energy buildings (1)
- Public, religious & civic buildings (2)
- Recreational buildings (1)
- Residential (13)
- Stadiums (1)
- Storage buildings (5)
- Tall buildings (3)
- Theatres & other entertainment buildings (2)
- Transport buildings (1)
- Masts & towers (3)
- Railways (1)
- Temporary structures (2)
Materials
Project or lifecycle stage
Design
Fire incident response
Project type
Method of construction
Elements & systems
Temporary works
Plant & equipment
Weather & natural hazards
Utilities
Safety reporting
Project delivery methods
Business practice
Content type
- CROSS-UK Newsletter 2 (1)
- CROSS-UK Newsletter 6 (1)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 23 (3)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 58 (1)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (2)
- CROSS-UK Newsletter 64 (1)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK Newsletter 67 (1)
- CROSS-UK Newsletter 68 (1)
- CROSS-UK [sub-heading only] (16)
- CROSS-US Newsletter 2 (2)
- CROSS-US Newsletter 3 (5)
- CROSS-US [sub-heading only] (2)
- CROSS Newsletter (12)
- CROSS Safety Alert (1)
- CROSS Safety Report (50)
- News [sub-heading only] (4)
CROSS regions
Concerns over corrosion of dissimilar metals in fixing cavity wall tie systems
A reporter is concerned about corrosion that may occur between dissimilar metals that can be used in cavity wall tie systems. The reporter has noted that stainless steel and carbon steel may be fixed together in wall cavities, which are damp environments, and that corrosion of dissimilar metals in contact may occur.
24 May 2023
CROSS Safety Report
Report ID: 1186
Region: CROSS-UK
Failure to grout steel frame bases
A reporter describes a problem that arose during the construction stage of a project when a steel frame supporting pipe and cable racks was loaded before the frame baseplates were grouted.
24 May 2023
CROSS Safety Report
Report ID: 1190
Region: CROSS-UK
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.
17 November 2022
CROSS Safety Report
Report ID: 1144
Region: CROSS-UK
Modern methods of construction and robustness
This report relates to the design of a low rise modular building and the requirement, or otherwise, for positive fixings between the superstructure and the substructure.
24 May 2023
CROSS Safety Report
Report ID: 1179
Region: CROSS-UK
Failure of blind bolts
There was a partial collapse of a steel frame building due to the failure of some blind bolts during the construction period. Loads at the time were well below anticipated failure levels.
1 April 2007
CROSS Safety Report
Report ID: 71
Region: CROSS-UK
Proper design and use of cold rolled steel frames
A reporter has been designing structures in cold rolled steel for approximately twenty years, mainly portal frame buildings, and some concerns.
1 January 2008
CROSS Safety Report
Report ID: 93
Region: CROSS-UK
Snow loading in Scotland - collapsed warehouses
A reporter provided a list of 40 whisky warehouse buildings that had collapsed in the recent heavy snow conditions in northern Scotland (January/February 2010).
1 July 2011
CROSS Safety Report
Report ID: 193
Region: CROSS-UK
Shear failure during demolition
A reporter raises concerns about how a number of buildings being demolished ‘top-down’ have suffered from partial collapse during the process.
1 January 2016
CROSS Safety Report
Report ID: 523
Region: CROSS-UK
Architect conducts structural design of sway frame for domestic project
A reporter looked at a project recently where the drawings had been produced by the architect, including a structural design.
1 April 2018
CROSS Safety Report
Report ID: 678
Region: CROSS-UK
Use of proprietary element beyond stated values
After the construction of a 6m high lighting frame, the contractor noticed that the frame was both twisting and deflecting excessively under wind loading.
1 April 2018
CROSS Safety Report
Report ID: 667
Region: CROSS-UK