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- CROSS-UK Newsletter 1 (1)
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CROSS regions
Temporary movement joint in slabs not installed correctly
Dowels in temporary movement joints for a slab were not installed correctly, impacting the structural behaviour.
29 March 2021
CROSS Safety Report
Report ID: 998
Region: CROSS-UK
Failure of blind bolts
There was a partial collapse of a steel frame building due to the failure of some blind bolts during the construction period. Loads at the time were well below anticipated failure levels.
1 April 2007
CROSS Safety Report
Report ID: 71
Region: CROSS-UK
Wind damage to gable wall
Following request for examples of wind damage this collapse was reported of the external brick skin of gable wall of a two storey timber frame terraced house.
1 April 2007
CROSS Safety Report
Report ID: 78
Region: CROSS-UK
Wind damage to secondary elements
A period of storm force winds, with wind speeds approaching design levels, resulted in damage to secondary roofing and cladding elements.
1 July 2006
CROSS Safety Report
Report ID: 42
Region: CROSS-UK
Unstable building due to modification work
A SCOTCROSS report relates to an old four storey building undergoing modifications.
1 February 2007
CROSS Safety Report
Report ID: 69
Region: CROSS-UK
Concrete half joints
Poor reinforcement detailing and installation in a half joint led to the collapse of a series of beams and precast concrete slabs.
1 January 2008
CROSS Safety Report
Report ID: 88
Region: CROSS-UK
Collapse of brickwork cladding
The external leaf of a brickwork pier at first floor level fell down onto the playground of a school adjacent to the main entrance door.
1 October 2007
CROSS Safety Report
Report ID: 84
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
Items falling from buildings and structures
A reporter raises concerns about incidents on structures where items have fallen off.
1 November 2005
CROSS Safety Report
Report ID: 8
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
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