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- CROSS-AUS Newsletter 1 (1)
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CROSS regions
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
Rendered ceiling failure
This report relates to a failure of a false ceiling below a precast concrete floor.
1 January 2010
CROSS Safety Report
Report ID: 149
Region: CROSS-UK
Dangerous modification to a column
A reporter was requested to visit a warehouse to inspect work carried out to a main support column that had been modified by a builder.
1 July 2010
CROSS Safety Report
Report ID: 169
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
School roof timber truss collapse
A gym/assembly hall roof to a school collapsed suddenly and without warning overnight when fortunately the building was unoccupied.
1 January 2012
CROSS Safety Report
Report ID: 249
Region: CROSS-UK
Litigation on divided responsibilities
Divided design responsibilities, says a reporter, are a common source of litigation.
1 January 2013
CROSS Safety Report
Report ID: 229
Region: CROSS-UK
Collapse of recently installed suspended ceiling
Bingo players had a narrow escape when the ceiling of the hall in which they were playing collapsed.
1 July 2011
CROSS Safety Report
Report ID: 203
Region: CROSS-UK
Cantilever canopy failure under snow loading
A reporter shares their experience after they inspected a cantilever canopy structure that collapsed following a recent snowfall.
1 July 2010
CROSS Safety Report
Report ID: 197
Region: CROSS-UK
Partial collapse of suspended ceiling
A section of suspended ceiling in a multi-storey building collapsed.
1 January 2014
CROSS Safety Report
Report ID: 304
Region: CROSS-UK
Overloading a portal frame with suspended services
A reporter designing a single storey portal frame used a standard roof service loading of 0.25kN/m2. After the project was completed, a tenant for the unit took over fit out and added a considerable amount of sprinkler pipework into the roof. This created local overloading.
21 August 2023
CROSS Safety Report
Report ID: 1195
Region: CROSS-UK