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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (1)
- CROSS-UK Newsletter 2 (4)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 8 (1)
- CROSS-UK Newsletter 19 (1)
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- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 30 (2)
- CROSS-UK Newsletter 34 (1)
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- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 39 (1)
- CROSS-UK Newsletter 40 (2)
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- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 47 (3)
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- CROSS-UK Newsletter 49 (2)
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- CROSS-UK Newsletter 53 (2)
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- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (1)
- (-) CROSS-UK [sub-heading only] (46)
- CROSS Newsletter (33)
- CROSS Safety Report (46)
- News [sub-heading only] (17)
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 delivered to site
The contractor on a domestic building project reported that there were deficiencies in steelwork supplied to site.
1 October 2007
CROSS Safety Report
Report ID: 80
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
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
Do current regulations apply when repairing older buildings?
A 19th century three story mill was subject to a fire which resulted in the sudden collapse of part of the interior structure.
1 October 2010
CROSS Safety Report
Report ID: 212
Region: CROSS-UK
Concerns with propping design to large excavations
Concerns are raised about the design of propping to large excavations and particularly about the design of the connections for a raking prop to a horizontal waler.
1 January 2019
CROSS Safety Report
Report ID: 298
Region: CROSS-UK
Documentation for imported large diameter steel pins
A reporter raises concerns over the possibility that foreign steel with poor, confusing or misleading documentation, is being used on safety critical structures in the UK.
1 January 2013
CROSS Safety Report
Report ID: 299
Region: CROSS-UK
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