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- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 19 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 30 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 37 (2)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (2)
- CROSS-UK Newsletter 47 (1)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 58 (3)
- CROSS-UK Newsletter 60 (2)
- CROSS-UK [sub-heading only] (23)
- CROSS Newsletter (18)
- CROSS Safety Report (33)
- News [sub-heading only] (8)
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
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
Very slender props
A reporter noticed prop that did not have ties installed while carrying out a site inspection.
1 July 2007
CROSS Safety Report
Report ID: 34
Region: CROSS-UK
Missing starter bars
During an inspection the reporter observed that all the continuity starter bars projecting from the wall kicker were in fact loose.
1 July 2007
CROSS Safety Report
Report ID: 37
Region: CROSS-UK
Embankment stability concerns after heavy rainfall
During the construction of a building the top edge of the steepest section of an embankment moved outwards and downwards after a period of heavy rainfall.
1 November 2005
CROSS Safety Report
Report ID: 3
Region: CROSS-UK
Inadequate foundation reinforcement
Subcontractors carrying out the ground works for a multi-storey development failed to provide sufficient continuity reinforcement in the ground beams.
1 October 2008
CROSS Safety Report
Report ID: 112
Region: CROSS-UK
Safety issues with composite metal deck floors
A contractor had a near miss when pouring a concrete slab with permanent formwork.
1 January 2012
CROSS Safety Report
Report ID: 288
Region: CROSS-UK
Effect of staff change on a design
A reporter illustrates how risk can be generated from staff turnover.
1 October 2012
CROSS Safety Report
Report ID: 277
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
Lack of experience on steel column erection
A reporter highlights how works progressed on site without a detailed method statement being provided by the contractor even though it had been requested.
1 April 2013
CROSS Safety Report
Report ID: 324
Region: CROSS-UK
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