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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (3)
- CROSS-UK Newsletter 2 (5)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 5 (1)
- CROSS-UK Newsletter 22 (1)
- CROSS-UK Newsletter 39 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 44 (3)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (3)
- CROSS-UK Newsletter 55 (3)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 58 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK [sub-heading only] (28)
- CROSS Newsletter (11)
- CROSS Safety Report (28)
- (-) News [sub-heading only] (28)
CROSS regions
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
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
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
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
Collapse of old masonry walls
There were reports of the collapse of several old masonry walls associated with adjacent construction work.
1 November 2005
CROSS Safety Report
Report ID: 12
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
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