Safety information search results
Filter your results
Building or structure type
- Bridges (6)
- Buildings
(23)
- Commercial (3)
- Consequence Class 3 buildings (1)
- Education, science & art buildings (1)
- Health care (1)
- Industrial buildings (1)
- Laboratory buildings (1)
- LPS buildings (1)
- Nuclear & energy buildings (1)
- Public, religious & civic buildings (1)
- Recreational buildings (1)
- Residential (5)
- Stadiums (1)
- Tall buildings (1)
- Theatres & other entertainment buildings (1)
- Transport buildings (1)
- Car parks (3)
- Flats & apartments (3)
- Railways (1)
- Retaining structures (1)
Project or lifecycle stage
Design
Fire incident response
Project type
- Alteration & conversion project (1)
- Assessment project [sub-heading only] (2)
- Conservation & restoration project (1)
- Construction project [sub-heading only] (14)
- Fire safety assessment (1)
- New build (11)
- Refurbishment (1)
- Remediation project (2)
- Strengthening project (1)
- Structural assessment (3)
- Underpinning project (1)
Method of construction
Elements & systems
Plant & equipment
Weather & natural hazards
Utilities
Safety reporting
Project delivery methods
Business practice
Public incidents
Theme pages
Locations
Content type
- CROSS-AUS Newsletter 3 (1)
- CROSS-AUS Newsletter 5 (2)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 11 (2)
- CROSS-UK Newsletter 19 (1)
- CROSS-UK Newsletter 20 (1)
- CROSS-UK Newsletter 24 (1)
- CROSS-UK Newsletter 26 (3)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 58 (1)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK Newsletter 62 (1)
- CROSS-UK Newsletter 68 (1)
- CROSS-UK [sub-heading only] (17)
- CROSS Newsletter (7)
- CROSS Safety Report (29)
- News [sub-heading only] (1)
CROSS regions
Dislodged finger plate on highway bridge
A correspondent received a report about a 1.5m long section of a steel finger plate expansion joint on a highway bridge that had been inadequately fixed and became dislodged.
1 February 2020
CROSS Safety Report
Report ID: 879
Region: CROSS-AUS
Fire protection of mixed hot/cold rolled steel structure
This report describes how a high-rise building had to be remediated after it was found there was insufficient fire protection encasement of structural elements.
1 July 2020
CROSS Safety Report
Report ID: 921
Region: CROSS-UK
Checking reinforcement before concrete pours
A reporter shares their concerns about incorrect rebar positioning on site prior to concrete being poured.
1 July 2020
CROSS Safety Report
Report ID: 894
Region: CROSS-UK
Structural issues with cladding
A reporter who investigates cladding failures shares common issues they have encountered.
1 April 2020
CROSS Safety Report
Report ID: 904
Region: CROSS-UK
Disproportionate collapse assessment of large panel system buildings
A reporter has become concerned by the approach being taken by some engineers to assess the risk of disproportionate collapse due to fire in large panel system (LPS) buildings.
1 January 2020
CROSS Safety Report
Report ID: 885
Region: CROSS-UK
Execution not matching design assumptions
This report highlights how the connection of steel columns to twin beams acting as a transfer beam was overlooked and created an eccentric loading condition.
14 October 2020
CROSS Safety Report
Report ID: 968
Region: CROSS-UK
Inadequate bolted connections supporting stairs
Concerns are raised over the safe design and installation of rolled steel angles (RSA) used to support heavy precast stair and landing units.
1 April 2017
CROSS Safety Report
Report ID: 615
Region: CROSS-UK
Inadequate end bearings for transfer beams
Whilst advising a steel fabricator on tendering for a transfer structure steel frame, a reporter's firm noticed a serious design error with the bearing pressures at the supports of a transfer beam.
1 October 2017
CROSS Safety Report
Report ID: 644
Region: CROSS-UK
Inadequate billets used in precast concrete connections
Whilst completing a third-party design appraisal, a correspondent found that solid steel billets intended to form the primary shear transfer mechanism between concrete beams and columns were insufficient for this purpose.
1 April 2019
CROSS Safety Report
Report ID: 705
Region: CROSS-UK