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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (2)
- CROSS-UK Newsletter 2 (1)
- CROSS-UK Newsletter 3 (1)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 5 (2)
- CROSS-UK Newsletter 6 (2)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 14 (1)
- CROSS-UK Newsletter 16 (1)
- CROSS-UK Newsletter 19 (1)
- CROSS-UK Newsletter 25 (1)
- CROSS-UK Newsletter 27 (1)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 30 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 32 (2)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 47 (2)
- CROSS-UK Newsletter 48 (2)
- CROSS-UK Newsletter 54 (2)
- CROSS-UK Newsletter 55 (1)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 60 (2)
- CROSS-UK Newsletter 67 (1)
- CROSS-UK [sub-heading only] (35)
- CROSS Newsletter (18)
- CROSS Safety Report (48)
- News [sub-heading only] (8)
CROSS regions
Concerns over structural design submissions
Concern was expressed about the standard of structural design submissions presented to local authorities.
1 November 2005
CROSS Safety Report
Report ID: 14
Region: CROSS-UK
Differing reinforcement couplers
On a recent project, because of supply problems, the contractor decided to change from the specified rebar couplers (type ‘A’) to those of another manufacturer (type ‘B’).
1 March 2006
CROSS Safety Report
Report ID: 28
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
Fixings to steelwork
The use of proprietary self tapping screws to fix to materials thicker than 10-12mm is questioned by a reporter.
1 November 2006
CROSS Safety Report
Report ID: 44
Region: CROSS-UK
Connection fixity considerations for steel frame modelling
This report concerns the modelling of joints when using computer programs. In some cases, engineers are applying rotational releases to joints in models but subsequently designing the connections as rigid. This leaves a fundamental mismatch between analysis and design which may lead to unsafe structural connections argues a reporter.
17 November 2022
CROSS Safety Report
Report ID: 1139
Region: CROSS-UK
Steelwork splices do not match design calculations
Remedial works had to be carried out after it was found that steelwork splices on site did not match calculations which were retrospectively provided by a contractor.
29 March 2021
CROSS Safety Report
Report ID: 916
Region: CROSS-UK
CE marking scheme for structural steelwork
Concern has been expressed about the way in which the CE marking scheme for structural steelwork will be monitored, enforced and policed in the UK, since the use of CE marking is only voluntary here (but compulsory in mainland Europe).
1 April 2007
CROSS Safety Report
Report ID: 70
Region: CROSS-UK
Balustrades in public buildings
A reporter had a concern regarding a timber balustrade in a showroom.
1 February 2007
CROSS Safety Report
Report ID: 61
Region: CROSS-UK
Timber truss
The reporter has been dealing with an application where the engineer involved discovered proprietary timber girder trusses with some glued joints that have come loose.
1 February 2007
CROSS Safety Report
Report ID: 62
Region: CROSS-UK
Low pitched metal sheet roofs
A reporter is concerned about low pitch metal sheet roofing attached to trussed rafters.
1 April 2007
CROSS Safety Report
Report ID: 66
Region: CROSS-UK
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