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- CROSS-AUS Newsletter 1 (1)
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CROSS regions
Street sign collapse causes fatality
This report highlights the potential dangers of street signs on fixed vertical supports subject to wind loading.
1 October 2018
CROSS Safety Report
Report ID: 793
Region: CROSS-UK
Bridge bearing design and installation - further concerns raised
A reporter says that the issue of successful co-ordination between designers, contractors and specialist bearing suppliers is one they have experienced.
1 January 2019
CROSS Safety Report
Report ID: 796
Region: CROSS-UK
Failure of tower crane studs
This report describes how non-standard Grade 10.9 studs used to connect a tower crane mast to a steel grillage failed.
1 January 2017
CROSS Safety Report
Report ID: 600
Region: CROSS-UK
Inadequate structural design of school extension
On review of a design for a school extension, a reporter noted several major issues including an almost total lack of vertical bracing throughout the extension.
1 October 2016
CROSS Safety Report
Report ID: 597
Region: CROSS-UK
Failure of supposedly grade 10.9 bolts
There was a high potential for collapse when supposedly grade 10.9 high strength holding bolts failed on a crane base.
1 October 2016
CROSS Safety Report
Report ID: 585
Region: CROSS-UK
Padstones out of position leads to collapse
This report concerns the partial collapse of a terrace of four storey houses during construction due to padstones being placed incorrectly.
1 April 2017
CROSS Safety Report
Report ID: 602
Region: CROSS-UK
Cantilever signal base failure - holding down bolts in bending
A railway asset owner noticed that a 9m cantilever signal structure was sagging alarmingly and stopped trains on the line to investigate the matter.
1 October 2017
CROSS Safety Report
Report ID: 627
Region: CROSS-UK
Multi-storey car park foundations
Concerns are raised about the integrity of a completed car park structure following poor quality control procedures during construction.
1 October 2017
CROSS Safety Report
Report ID: 630
Region: CROSS-UK
Use of proprietary element beyond stated values
After the construction of a 6m high lighting frame, the contractor noticed that the frame was both twisting and deflecting excessively under wind loading.
1 April 2018
CROSS Safety Report
Report ID: 667
Region: CROSS-UK
Unauthorised alterations to Light Gauge Steel Framing on site
Concerns were raised after Light Gauge Steel Framing (LGSF) acting as a structural system was trimmed locally on site to accommodate the installation of balcony brackets without approval from the design team.
1 July 2018
CROSS Safety Report
Report ID: 669
Region: CROSS-UK