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- CROSS-AUS Newsletter 1 (1)
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- CROSS-UK Newsletter 2 (1)
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- CROSS-UK Newsletter 31 (2)
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- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 60 (4)
- CROSS-UK [sub-heading only] (17)
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CROSS regions
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
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
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
Partial roof collapse at shopping centre
There was a recent partial roof collapse at a shopping centre which was, says the reporter, built in the early 1970s in a form which may have been used extensively throughout the UK during this period and possibly beyond.
1 October 2013
CROSS Safety Report
Report ID: 395
Region: CROSS-UK
Non-structural roof soffit linings - failure
A reporter has observed the occurrence of compressed fibre cement sheets becoming dislodged from the soffit of several buildings in Australia.
1 January 2015
CROSS Safety Report
Report ID: 462
Region: CROSS-UK
Fibrous plaster ceiling features
This recent report of a serious concern about an old fibrous plaster ceiling has similarities to the Apollo Theatre ceiling collapse in London in December 2013.
1 July 2015
CROSS Safety Report
Report ID: 518
Region: CROSS-UK
Incorrectly designed safety system
A reporter raises concerns about the way in which the structure for a safety system had been modelled using an inappropriate software package.
1 January 2016
CROSS Safety Report
Report ID: 527
Region: CROSS-UK
Lack of lateral stability in steel frame
Concerns were raised after the steel frame of a building was found to have a lack of horizontal and vertical bracing.
1 July 2016
CROSS Safety Report
Report ID: 540
Region: CROSS-UK
Inadequate billets used in precast concrete connections
Whilst completing a third-party design appraisal, a correspondent found that solid steel billets intended to form the primary shear transfer mechanism between concrete beams and columns were insufficient for this purpose.
1 April 2019
CROSS Safety Report
Report ID: 705
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
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