Safety information search results
Filter your results
Building or structure type
- Bridges (24)
- Buildings
(205)
- Commercial (16)
- Consequence Class 3 buildings (1)
- Education, science & art buildings (10)
- Health care (2)
- Industrial buildings (3)
- LPS buildings (1)
- Public, religious & civic buildings (4)
- Recreational buildings (2)
- Residential (54)
- Stadiums (3)
- Storage buildings (3)
- Tall buildings (6)
- Theatres & other entertainment buildings (6)
- Transport buildings (2)
- Buried pipes & culverts (3)
- Car parks (6)
- Flats & apartments (14)
- Hotels & hostels (1)
- Houses (27)
- Masts & towers (12)
- Railways (7)
- Reservoirs & dams (1)
- Retaining structures (19)
- Roads (6)
- Sewers (3)
- Temporary structures (24)
- Tunnels (2)
Materials
Project or lifecycle stage
Design
- BIM (2)
- Computational design (1)
- Design: quality management (21)
- Design calculations (22)
- Design conceptualisation (8)
- Design detailing (56)
- Design drawings (21)
- Design loads (41)
- Design software (6)
- Dynamics (4)
- Fire safety design (7)
- Resilience (5)
- Robustness (20)
- Structural design (50)
- Sustainability (1)
Codes, standards & regulations
Fire incident response
Project type
- Alteration & conversion project (20)
- Assessment project [sub-heading only] (2)
- Construction project [sub-heading only] (155)
- Demolition project (9)
- Excavation (15)
- Extension project (7)
- Groundworks project (3)
- Maintenance project (2)
- New build (84)
- Refurbishment (7)
- Remediation project (6)
- Strengthening project (3)
- Structural assessment (2)
- Underpinning project (3)
Construction period
Elements & systems
- Arch (1)
- Balconies (6)
- Balustrades (7)
- Basements (7)
- Beams (50)
- Bracing (12)
- Cables (2)
- Canopies (1)
- Ceilings (17)
- Cladding (21)
- Columns (25)
- Fasteners & connections (108)
- Fire protection (5)
- Foundations (29)
- Insulation (2)
- Light gauge steel framing (6)
- Lintels (2)
- Padstones (5)
- Parapets (5)
- PV panels (2)
- Roofs (26)
- Shear walls (2)
- Signs (3)
- Slabs (29)
- Tendons (1)
- Trusses (5)
- Wall head restraints (3)
- Walls (65)
- Wall ties (9)
- Wind posts (1)
Plant & equipment
Weather & natural hazards
Utilities
Safety reporting
Organisations
Business practice
Content type
- CROSS-AUS Newsletter 1 (2)
- CROSS-AUS Newsletter 2 (4)
- CROSS-AUS Newsletter 3 (3)
- CROSS-AUS Newsletter 4 (3)
- CROSS-AUS Newsletter 5 (3)
- CROSS-AUS [sub-heading only] (11)
- CROSS-UK Newsletter 1 (7)
- CROSS-UK Newsletter 2 (6)
- CROSS-UK Newsletter 3 (2)
- CROSS-UK Newsletter 4 (6)
- CROSS-UK Newsletter 5 (2)
- CROSS-UK Newsletter 6 (6)
- CROSS-UK Newsletter 7 (2)
- CROSS-UK Newsletter 8 (4)
- CROSS-UK Newsletter 9 (4)
- CROSS-UK Newsletter 10 (7)
- CROSS-UK Newsletter 11 (4)
- CROSS-UK Newsletter 12 (4)
- CROSS-UK Newsletter 13 (2)
- CROSS-UK Newsletter 14 (4)
- CROSS-UK Newsletter 15 (3)
- CROSS-UK Newsletter 16 (3)
- CROSS-UK Newsletter 17 (4)
- CROSS-UK Newsletter 18 (4)
- CROSS-UK Newsletter 19 (5)
- CROSS-UK Newsletter 20 (1)
- CROSS-UK Newsletter 21 (5)
- CROSS-UK Newsletter 22 (3)
- CROSS-UK Newsletter 24 (3)
- CROSS-UK Newsletter 25 (1)
- CROSS-UK Newsletter 26 (4)
- CROSS-UK Newsletter 27 (2)
- CROSS-UK Newsletter 28 (4)
- CROSS-UK Newsletter 29 (5)
- CROSS-UK Newsletter 30 (8)
- CROSS-UK Newsletter 31 (4)
- CROSS-UK Newsletter 32 (5)
- CROSS-UK Newsletter 33 (3)
- CROSS-UK Newsletter 34 (6)
- CROSS-UK Newsletter 35 (7)
- CROSS-UK Newsletter 36 (2)
- CROSS-UK Newsletter 37 (4)
- CROSS-UK Newsletter 38 (5)
- CROSS-UK Newsletter 39 (4)
- CROSS-UK Newsletter 40 (2)
- CROSS-UK Newsletter 41 (2)
- CROSS-UK Newsletter 42 (4)
- CROSS-UK Newsletter 43 (4)
- CROSS-UK Newsletter 44 (4)
- CROSS-UK Newsletter 45 (3)
- CROSS-UK Newsletter 46 (6)
- CROSS-UK Newsletter 47 (6)
- CROSS-UK Newsletter 48 (4)
- CROSS-UK Newsletter 49 (6)
- CROSS-UK Newsletter 50 (3)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 52 (4)
- CROSS-UK Newsletter 53 (2)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 55 (5)
- CROSS-UK Newsletter 56 (4)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 58 (5)
- CROSS-UK Newsletter 59 (5)
- CROSS-UK Newsletter 60 (3)
- CROSS-UK Newsletter 61 (2)
- CROSS-UK Newsletter 62 (2)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK Newsletter 67 (2)
- CROSS-UK [sub-heading only] (218)
- CROSS-US Newsletter 1 (5)
- CROSS-US Newsletter 2 (4)
- CROSS-US Newsletter 3 (3)
- CROSS-US [sub-heading only] (9)
- CROSS Newsletter (118)
- CROSS Safety Alert (11)
- CROSS Safety Report (339)
- CROSS Topic Paper (8)
- News [sub-heading only] (40)
- Safety information from CROSS [sub-heading only] (2)
- Safety information [sub-heading only] (1)
CROSS regions
Removal of internal structure
The roof trusses, 6m above the ground floor, had been left supported on props made by nailing floor joists together; one at each party wall position.
1 July 2006
CROSS Safety Report
Report ID: 46
Region: CROSS-UK
Wind damage to secondary elements
A period of storm force winds, with wind speeds approaching design levels, resulted in damage to secondary roofing and cladding elements.
1 July 2006
CROSS Safety Report
Report ID: 42
Region: CROSS-UK
Liquid metal assisted cracking - update
This 2006 note is an update of the SCOSS Topic Paper from 2004. It draws attention to Publication No 40/05, by the British Constructional Steelwork Association (BCSA) and the Galvanisers’ Association entitled ‘An approach to the management of Liquid Metal Assisted Cracking’.
1 March 2006
CROSS Topic Paper
Region: CROSS-UK
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
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
Steel portal frame erection
A reporter describes how a steel portal frame collapsed during its erection.
1 March 2006
CROSS Safety Report
Report ID: 20
Region: CROSS-UK
Mobile phone masts
The concern of an overseas reporter is that erection, foundation design and construction, and maintenance of mobile phone masts are not carried out adequately.
1 March 2006
CROSS Safety Report
Report ID: 22
Region: CROSS-UK
Differing reinforcement couplers
On a recent project, because of supply problems, the contractor decided to change from the specified rebar couplers (type ‘A’) to those of another manufacturer (type ‘B’).
1 March 2006
CROSS Safety Report
Report ID: 28
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
Unprotected deep excavation
On a construction site by a busy main road a reporter saw a deep excavation with no internal temporary works.
1 November 2005
CROSS Safety Report
Report ID: 16
Region: CROSS-UK