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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 32 (1)
- CROSS-UK Newsletter 34 (1)
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- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 42 (5)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (2)
- CROSS-UK Newsletter 45 (2)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 49 (1)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 53 (1)
- CROSS-UK Newsletter 54 (4)
- CROSS-UK Newsletter 59 (3)
- CROSS-UK Newsletter 60 (2)
- CROSS-UK [sub-heading only] (31)
- (-) CROSS Newsletter (33)
- CROSS Safety Report (33)
- News [sub-heading only] (7)
CROSS regions
Effect of staff change on a design
A reporter illustrates how risk can be generated from staff turnover.
1 October 2012
CROSS Safety Report
Report ID: 277
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
Design deficiencies in long span steelwork portal
A firm commissioned to design steel joints on a large portal frame structure noticed that there was lack of restraint to a series of long span rafters.
1 October 2013
CROSS Safety Report
Report ID: 329
Region: CROSS-UK
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
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
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
Quality of design and construction of a major bridge structure
This report concerns the design and installation of the bridge bearing zones on a new prestressed precast concrete viaduct.
1 October 2018
CROSS Safety Report
Report ID: 781
Region: CROSS-UK
Incorrect load testing of steel lifting frames
On two occasions, a reporter has experienced issues with load tests on steel lifting frames and wonders how many other load tests may have been carried out incorrectly without being noticed.
1 April 2019
CROSS Safety Report
Report ID: 786
Region: CROSS-UK
Concrete grade confusion in software
A reporter noticed that the design calculation report generated by a proprietary software package called for ‘concrete characteristic strength = 45N/mm2’, but did not confirm whether this refers to the cylinder or cube strength.
1 April 2019
CROSS Safety Report
Report ID: 788
Region: CROSS-UK
Design responsibility for temporary stability of steel frame building
A reporter raises concerns about the division of responsibility for the temporary stability of a four-storey steel frame structure with precast concrete planks and a structural topping.
1 April 2019
CROSS Safety Report
Report ID: 789
Region: CROSS-UK
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