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- CROSS-AUS Newsletter 2 (1)
- CROSS-AUS Newsletter 3 (1)
- CROSS-AUS Newsletter 4 (1)
- CROSS-AUS [sub-heading only] (3)
- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 11 (1)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (2)
- CROSS-UK Newsletter 31 (2)
- CROSS-UK Newsletter 32 (2)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 47 (2)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (3)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK Newsletter 61 (1)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK [sub-heading only] (35)
- CROSS Newsletter (27)
- CROSS Safety Report (55)
- News [sub-heading only] (8)
CROSS regions
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
GRP panels as permanent shuttering
A reporter highlights problems that were encountered when Glassfibre Reinforced Plastic (GRP) panels were used as permanent formwork on a highway construction project.
1 October 2012
CROSS Safety Report
Report ID: 342
Region: CROSS-UK
Inadequate steel beam splice
A reporter raises concerns of an inadequate steel beam splice they came across on site.
1 October 2013
CROSS Safety Report
Report ID: 343
Region: CROSS-UK
Retaining wall excavation collapse
A 6m deep excavation formed for constructing a retaining wall on a domestic project collapsed due to insufficient propping.
1 July 2019
CROSS Safety Report
Report ID: 800
Region: CROSS-UK
Failure of waling beam connected to raking prop
A reporter discusses how they witnessed the failure of a temporary support for an excavation on site due to similar design issues discussed in CROSS report 298 (Props to large excavations).
1 July 2019
CROSS Safety Report
Report ID: 813
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
Set up of temporary works
This report highlights the importance of following correct procedures when installing temporary works.
1 July 2019
CROSS Safety Report
Report ID: 797
Region: CROSS-AUS
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
Repeating the same design mistakes
A correspondent who investigates engineering failures has shared common errors which engineers keep repeating.
1 October 2019
CROSS Safety Report
Report ID: 858
Region: CROSS-UK
No structural design for steel portal frame building
A reporter is concerned that, in some cases, no structural design is carried out for steel portal framed buildings.
1 January 2020
CROSS Safety Report
Report ID: 866
Region: CROSS-UK