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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (15)
- CROSS-UK Newsletter 2 (9)
- CROSS-UK Newsletter 3 (2)
- CROSS-UK Newsletter 4 (2)
- CROSS-UK Newsletter 5 (3)
- CROSS-UK Newsletter 7 (1)
- CROSS-UK Newsletter 22 (4)
- 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 (4)
- CROSS-UK Newsletter 46 (3)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 53 (1)
- CROSS-UK Newsletter 54 (2)
- CROSS-UK Newsletter 55 (4)
- CROSS-UK Newsletter 56 (4)
- CROSS-UK Newsletter 57 (4)
- CROSS-UK Newsletter 58 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK [sub-heading only] (73)
- CROSS Newsletter (26)
- CROSS Safety Report (75)
- (-) News [sub-heading only] (75)
CROSS regions
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
Local authority resources to check structural calculations
An aspect of local authority work that caused concern to a reporter was the lack of internal resources to check calculations.
1 November 2005
CROSS Safety Report
Report ID: 15
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
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
Large aluminium dome failure
A structure composed of aluminium tubes failed.
1 November 2005
CROSS Safety Report
Report ID: 5
Region: CROSS-UK
Ceiling collapse
A heavy ceiling in an entertainment building collapsed.
1 November 2005
CROSS Safety Report
Report ID: 6
Region: CROSS-UK
Steel fabrication - quality control
A question was raised concerning the quality of some steelwork and the issue of self-certification by the fabricator.
1 November 2005
CROSS Safety Report
Report ID: 4
Region: CROSS-UK
Grandstands and dynamic crowd loads
A cantilever football stand vibrated when fans jumped in a synchronised manner and modifications had to be carried out to raise the natural frequency of the structure.
1 November 2005
CROSS Safety Report
Report ID: 1
Region: CROSS-UK