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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS Newsletter 2 (2)
- CROSS-AUS Newsletter 3 (1)
- CROSS-AUS Newsletter 5 (1)
- CROSS-AUS [sub-heading only] (4)
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- CROSS-UK Newsletter 12 (1)
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- CROSS-UK Newsletter 20 (1)
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- CROSS-UK Newsletter 44 (2)
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- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 58 (1)
- CROSS-UK Newsletter 67 (1)
- CROSS-UK Newsletter 68 (1)
- CROSS-UK [sub-heading only] (22)
- CROSS-US Newsletter 1 (2)
- CROSS-US Newsletter 2 (1)
- CROSS-US [sub-heading only] (3)
- CROSS Newsletter (9)
- CROSS Safety Report (44)
- News [sub-heading only] (3)
CROSS regions
Another example of brick slips falling from height
Another example of defective brick slips falling from the facade of a building.
10 March 2022
CROSS Safety Report
Report ID: 1081
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
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
Failure of large aluminium composite panel
This report highlights the importance of correctly designed fixings and anchoring systems for cladding panels to buildings to minimize the risk of failure.
30 April 2021
CROSS Safety Report
Report ID: 962
Region: CROSS-AUS
Metal cladding panels fail and fall to ground
During high winds, a number of metal cladding panels failed and fell to the ground from a tall commercial building in a major UK city.
26 August 2022
CROSS Safety Report
Report ID: 1134
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
Thermal effects on long span concrete car park beams
A reporter describes how long span precast hollow core units in a car park started to bow upwards due to thermal effects.
1 October 2010
CROSS Safety Report
Report ID: 173
Region: CROSS-UK
PV solar panels
This reporter queries whether enough attention is being paid to the loads applied by PV (Photo Voltaic) solar panels added to roofs.
1 January 2012
CROSS Safety Report
Report ID: 266
Region: CROSS-UK
Multi-storey car parks demolished due to structural defects
A reporter shares their experience on two instances where their firm has prepared reports and carried out numerical assessments of city centre car parks that have led to the car parks being demolished.
1 April 2012
CROSS Safety Report
Report ID: 267
Region: CROSS-UK
Collapse of proprietary timber roof
A proprietary timber roof system spanning 8m over a school hall collapsed. The roof was constructed in 1959, and formed from a ply-web beam system, with hardboard ceiling and ply deck and asphalt covering.
1 January 2012
CROSS Safety Report
Report ID: 273
Region: CROSS-UK
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