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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)
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- CROSS-UK Newsletter 9 (1)
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- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (2)
- CROSS-UK Newsletter 31 (2)
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- CROSS-UK Newsletter 35 (1)
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- CROSS-UK Newsletter 40 (1)
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- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 47 (2)
- CROSS-UK Newsletter 48 (1)
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- 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
Contractor varies structural design intention
A reporter was made aware by the building owner of an unauthorised structural alteration that had been made on site.
1 January 2015
CROSS Safety Report
Report ID: 420
Region: CROSS-UK
Fabrication issues with imported steelwork truss in Australia
A reporter raises concerns after a steel truss had significant defects and deflected after erection requiring rectification.
1 July 2014
CROSS Safety Report
Report ID: 390
Region: CROSS-UK
Responsibilities for hybrid concrete construction
Concerns are raised after a substantial precast element, weighing over 10t, had been placed in position and used as part of the shuttering for an in-situ pour without it being designed to act as a shutter.
1 October 2016
CROSS Safety Report
Report ID: 574
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
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
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
Falsework collapse during slab pour in SE Asia
There was a partial collapse of falsework on a project in Southeast Asia.
1 July 2013
CROSS Safety Report
Report ID: 337
Region: CROSS-UK
Dangerous alterations to steel beam supports
A local authority building control officer went to site and witnessed on an upper floor that the columns had been removed out of sequence, before the new frame had been constructed.
1 October 2015
CROSS Safety Report
Report ID: 479
Region: CROSS-UK
Failure of load test setup
A load test setup used to test a composite steel girder failed due to over estimation of the capacity of the supporting member.
1 October 2014
CROSS Safety Report
Report ID: 469
Region: CROSS-UK
Failure of pile load test arrangement
A pile was being load-tested, for confirmation of design pile loads for the foundations of a road bridge, when the web of the deep steel beam used in the testing arrangement buckled.
1 January 2015
CROSS Safety Report
Report ID: 484
Region: CROSS-UK