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- CROSS-UK Newsletter 2 (4)
- CROSS-UK Newsletter 5 (1)
- CROSS-UK Newsletter 7 (1)
- CROSS-UK Newsletter 10 (1)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 19 (1)
- CROSS-UK Newsletter 21 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 29 (1)
- CROSS-UK Newsletter 30 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 34 (3)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 38 (2)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (2)
- CROSS-UK Newsletter 47 (5)
- CROSS-UK Newsletter 48 (2)
- CROSS-UK Newsletter 49 (2)
- CROSS-UK Newsletter 50 (2)
- CROSS-UK Newsletter 51 (2)
- CROSS-UK Newsletter 54 (3)
- CROSS-UK Newsletter 55 (1)
- CROSS-UK Newsletter 58 (4)
- CROSS-UK Newsletter 59 (3)
- CROSS-UK Newsletter 60 (2)
- (-) CROSS-UK [sub-heading only] (54)
- CROSS Newsletter (38)
- CROSS Safety Report (54)
- News [sub-heading only] (14)
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
Responsibility for change
The inadequate substitution of lintels led to them buckling, and the surrounding masonry cracking.
1 February 2007
CROSS Safety Report
Report ID: 50
Region: CROSS-UK
Local authorities and approved inspectors
A reporter is very concerned that the system of building control where there is competition between local authorities and approved inspectors, has produced a situation where the level of independent inspection has fallen dramatically.
1 July 2007
CROSS Safety Report
Report ID: 67
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
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
Collapse of a wall during construction
An internal corridor wall collapsed in a school under construction.
1 April 2008
CROSS Safety Report
Report ID: 99
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
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
Falsework collapse during slab pour in SE Asia
There was a partial collapse of falsework on a project in Southeast Asia.
1 July 2013
CROSS Safety Report
Report ID: 337
Region: CROSS-UK
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