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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (2)
- CROSS-UK Newsletter 3 (1)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 5 (1)
- CROSS-UK Newsletter 6 (2)
- CROSS-UK Newsletter 8 (3)
- CROSS-UK Newsletter 10 (1)
- CROSS-UK Newsletter 11 (1)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 13 (2)
- CROSS-UK Newsletter 14 (1)
- CROSS-UK Newsletter 15 (1)
- CROSS-UK Newsletter 17 (1)
- CROSS-UK Newsletter 20 (1)
- CROSS-UK Newsletter 23 (7)
- CROSS-UK Newsletter 25 (2)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 33 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 36 (4)
- CROSS-UK Newsletter 37 (3)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (2)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 47 (1)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (2)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 58 (1)
- (-) CROSS-UK [sub-heading only] (55)
- CROSS Newsletter (24)
- CROSS Safety Report (55)
- News [sub-heading only] (7)
CROSS regions
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
Roof overloading
A flat roof with parapets and internal downpipes collapsed after drainage outlets became blocked.
1 November 2005
CROSS Safety Report
Report ID: 9
Region: CROSS-UK
Grades of steelwork
A reporter says that engineers seem reluctant to specify the grade of steel. Even when prompted, some fail to request anything other than just S275 – failing to mention JR, J0, or other grades.
1 February 2007
CROSS Safety Report
Report ID: 43
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
Snow loading in Scotland - summary of reports
There were heavy snowfalls over the entire United Kingdom in the winters of 2009/2010 and 2010/2011 and CROSS received a number of reports, mostly from Scotland where a significant number of buildings suffered roof collapses.
1 July 2011
CROSS Safety Report
Report ID: 264
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
Snow loads on agricultural buildings in Scotland
The reporter raises concerns that the snow loading situation with regards to agricultural buildings (in Scotland) and perhaps all buildings may require review.
1 July 2011
CROSS Safety Report
Report ID: 248
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
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