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- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 42 (3)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (1)
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- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 54 (2)
- CROSS-UK [sub-heading only] (14)
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CROSS regions
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
Documentation for imported large diameter steel pins
A reporter raises concerns over the possibility that foreign steel with poor, confusing or misleading documentation, is being used on safety critical structures in the UK.
1 January 2013
CROSS Safety Report
Report ID: 299
Region: CROSS-UK
Stability of tenants' mezzanine
A reporter is concerned about structures where cold-rolled sections depend upon the chipboard for their lateral torsional restraint, and to act as a horizontal diaphragm.
1 July 2013
CROSS Safety Report
Report ID: 378
Region: CROSS-UK
Grades of weldable quality bolts
A reporter says grade 8.8 bolts are not required to be manufactured as being weldable according to the relevant product standards e.g. ISO 898-1 and -2.
1 April 2014
CROSS Safety Report
Report ID: 392
Region: CROSS-UK
PV panels blown off roof
Concerns are raised about the adequacy of fixings for PV panels after panels were blown off of a flat roof.
1 October 2015
CROSS Safety Report
Report ID: 519
Region: CROSS-UK
Alteration of calculations on constructed loft conversion
A reporter says they were pressurised to adjust structural design calculations to pass a building control check.
1 July 2016
CROSS Safety Report
Report ID: 580
Region: CROSS-UK
Installation of PV panels
A reporter's firm believes an oversaturated market of engineers carrying out assessments has drove the prices for assessments on roof structures accommodating PV panels down.
1 April 2016
CROSS Safety Report
Report ID: 533
Region: CROSS-UK
Steel balconies fixed to precast hollowcore floor planks
A reporter is concerned about the suitability of providing a retrofitted steel balcony requiring moment connections to the sides of typical hollowcore floor planks.
1 July 2017
CROSS Safety Report
Report ID: 620
Region: CROSS-UK
Inadequate billets used in precast concrete connections
Whilst completing a third-party design appraisal, a correspondent found that solid steel billets intended to form the primary shear transfer mechanism between concrete beams and columns were insufficient for this purpose.
1 April 2019
CROSS Safety Report
Report ID: 705
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
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