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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (2)
- CROSS-UK Newsletter 2 (4)
- CROSS-UK Newsletter 4 (2)
- CROSS-UK Newsletter 22 (1)
- CROSS-UK Newsletter 39 (1)
- CROSS-UK Newsletter 44 (2)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK [sub-heading only] (21)
- CROSS Newsletter (8)
- CROSS Safety Report (21)
- (-) News [sub-heading only] (21)
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
Possible galvanising concern
A reporter has a question about using galvanised steel poles for the members of dome structures.
1 November 2006
CROSS Safety Report
Report ID: 48
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
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
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
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
Failure of waling beam connected to raking prop
A reporter discusses how they witnessed the failure of a temporary support for an excavation on site due to similar design issues discussed in CROSS report 298 (Props to large excavations).
1 July 2019
CROSS Safety Report
Report ID: 813
Region: CROSS-UK
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