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- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 32 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 57 (1)
- CROSS-UK Newsletter 59 (1)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK Newsletter 61 (1)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK [sub-heading only] (13)
- CROSS Newsletter (10)
- CROSS Safety Report (19)
- News [sub-heading only] (7)
CROSS regions
Poor quality design leads to failure for a small design and build contract
An example of a small design and build contract where poor design and management led to an inadequate structure being built.
6 June 2022
CROSS Safety Report
Report ID: 1088
Region: CROSS-UK
Contractor notches steel transfer beam
A transfer beam with 50mm thick flanges supporting a four-storey building was notched, without approval from the design engineer, to accommodate suspended ceiling fixings.
29 March 2021
CROSS Safety Report
Report ID: 829
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
Liquid metal assisted cracking (LMAC)
A reporter raises concerns about the risk of liquid metal assisted cracking during the hot dip galvanising process.
1 November 2006
CROSS Safety Report
Report ID: 45
Region: CROSS-UK
Steelwork connection design
A reporter was asked to design connections for a multi-storey building for which the frame had been designed by another engineer. The result was a near collapse situation.
1 March 2006
CROSS Safety Report
Report ID: 25
Region: CROSS-UK
Girder collapse
The failure was of a two-storey high trussed girder with a 36m span, designed to carry a composite steel and concrete floor at the lower level and a trussed roof at higher level.
1 March 2006
CROSS Safety Report
Report ID: 30
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
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
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