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CROSS regions
Grandstands and dynamic crowd loads
A cantilever football stand vibrated when fans jumped in a synchronised manner and modifications had to be carried out to raise the natural frequency of the structure.
1 November 2005
CROSS Safety Report
Report ID: 1
Region: CROSS-UK
Design of timber structures
An approximate design led to a timber roof deflecting considerably.
1 November 2005
CROSS Safety Report
Report ID: 17
Region: CROSS-UK
Potential overload on buildings
A reporter raises concerns after a crowd in a city centre greeting a successful sporting team gained access to the roofs of buildings and were densely packed around perimeters overlooking the streets.
1 November 2005
CROSS Safety Report
Report ID: 2
Region: CROSS-UK
Steel fabrication - quality control
A question was raised concerning the quality of some steelwork and the issue of self-certification by the fabricator.
1 November 2005
CROSS Safety Report
Report ID: 4
Region: CROSS-UK
Stud framing with self-tapping screws
A reporter raises concerns about contractors not using the specified screws for constructing metal stud frame walls.
1 November 2005
CROSS Safety Report
Report ID: 11
Region: CROSS-UK
Collapse of old masonry walls
There were reports of the collapse of several old masonry walls associated with adjacent construction work.
1 November 2005
CROSS Safety Report
Report ID: 12
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
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
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
Computer aided design
Concerns are raises after it was discovered that the steel design element of a software package did not automatically allow for nominal moments in the design of columns for simple structures.
1 November 2005
CROSS Safety Report
Report ID: 10
Region: CROSS-UK
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