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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (5)
- CROSS-UK Newsletter 2 (6)
- CROSS-UK Newsletter 3 (1)
- CROSS-UK Newsletter 4 (2)
- CROSS-UK Newsletter 5 (1)
- CROSS-UK Newsletter 7 (1)
- CROSS-UK Newsletter 22 (2)
- CROSS-UK Newsletter 32 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 38 (1)
- CROSS-UK Newsletter 39 (2)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 44 (5)
- CROSS-UK Newsletter 45 (2)
- CROSS-UK Newsletter 46 (3)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 55 (4)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 57 (3)
- CROSS-UK Newsletter 58 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK [sub-heading only] (47)
- CROSS Newsletter (19)
- CROSS Safety Report (47)
- (-) News [sub-heading only] (47)
CROSS regions
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
Scottish tenements
A reporter raises concerns about carrying out alterations to old tenement buildings in Scotland.
1 July 2006
CROSS Safety Report
Report ID: 26
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
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
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
Design of timber structures
An approximate design led to a timber roof deflecting considerably.
1 November 2005
CROSS Safety Report
Report ID: 17
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
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
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