Safety information search results
Filter your results
Building or structure type
Building height
Project or lifecycle stage
Operation or occupation
Codes, standards & regulations
Fire incident response
Construction period
Method of construction
Structural form
Temporary works
Plant & equipment
Weather & natural hazards
Utilities
Safety reporting
Organisations
Project delivery methods
Business practice
Risk management
Public incidents
Theme pages
Locations
Content type
- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (3)
- CROSS-UK Newsletter 2 (3)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 22 (1)
- CROSS-UK Newsletter 39 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 53 (1)
- CROSS-UK Newsletter 55 (1)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK [sub-heading only] (14)
- CROSS Newsletter (5)
- CROSS Safety Report (14)
- (-) News [sub-heading only] (14)
CROSS regions
Structural steel - reinforced concrete interface
A reporter describes how the substructure of a building was constructed out of position to the extent that the steel frame could not be erected to tolerance and could not be connected to the holding down bolts.
1 March 2006
CROSS Safety Report
Report ID: 19
Region: CROSS-UK
Liquid metal assisted cracking
Large cracks appeared down the sides of gusset welds after a truss was erected on site.
1 November 2006
CROSS Safety Report
Report ID: 49
Region: CROSS-UK
Steelwork connection design
A reporter was asked to design connections for a multi-storey building for which the frame had been designed by another engineer. The result was a near collapse situation.
1 March 2006
CROSS Safety Report
Report ID: 25
Region: CROSS-UK
Stud framing with self-tapping screws
A reporter raises concerns about contractors not using the specified screws for constructing metal stud frame walls.
1 November 2005
CROSS Safety Report
Report ID: 11
Region: CROSS-UK
Latent shear stud defects
Shear studs appeared to be satisfactory when checked with the standard pull-over to five degrees but when hit with a hammer they snapped off.
1 November 2005
CROSS Safety Report
Report ID: 13
Region: CROSS-UK
Girder collapse
The failure was of a two-storey high trussed girder with a 36m span, designed to carry a composite steel and concrete floor at the lower level and a trussed roof at higher level.
1 March 2006
CROSS Safety Report
Report ID: 30
Region: CROSS-UK
Concerns over structural design submissions
Concern was expressed about the standard of structural design submissions presented to local authorities.
1 November 2005
CROSS Safety Report
Report ID: 14
Region: CROSS-UK
Defective imported scaffold ties
On a contract where multi lift access scaffolds had been installed for a period of up to 18 months in an exposed coastal location, it was found by a reporter on one of the regular inspections that some of the scaffold ties had failed.
1 April 2011
CROSS Safety Report
Report ID: 230
Region: CROSS-UK
Fixing brackets for glazing systems
A reporter's organisation has been alerted to several cases of broken glass panels in a canopy at a transportation facility.
1 January 2019
CROSS Safety Report
Report ID: 802
Region: CROSS-UK
Contractor uses incorrect fixing bolts for masonry support angles
A correspondent noticed that proprietary masonry support angles specified to support the outer leaf of masonry had been incorrectly connected to the steel beam using carriage bolts.
1 July 2019
CROSS Safety Report
Report ID: 794
Region: CROSS-UK
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.