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- CROSS-AUS Newsletter 2 (1)
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CROSS regions
Overloading of existing steelwork frame
Inadequate structural investigations and design of alteration works leads to damage to multi-storey flats.
10 March 2022
CROSS Safety Report
Report ID: 1033
Region: CROSS-UK
Channel slab roof deck collapse during reroofing
This report highlights the structural risk caused by machinery during reroof a project.
10 May 2021
CROSS Safety Report
Report ID: 970
Region: CROSS-US
Hazard identification for structural design
At the outset of the design, it is recommended that the structural engineer should document the proposed structural design philosophy and the approach to design against disproportionate collapse and agree this with the client.
1 September 2017
CROSS Safety Alert
Region: CROSS-UK, CROSS-AUS, CROSS-US
Check for errata when using manuals
A reporter from an international firm of consulting engineers noticed an alert on a global internal knowledge networks about an errata in an AISC manual.
1 April 2011
CROSS Safety Report
Report ID: 211
Region: CROSS-UK
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
Wind on internal masonry walls during construction
There has been a generic report from a contractor about internal masonry walls during construction following his experiences of failures.
1 October 2007
CROSS Safety Report
Report ID: 82
Region: CROSS-UK
Risk management bibliography
This is a bibliography of publications relating to risk management in design and construction produced in 2009.
1 September 2009
CROSS Topic Paper
Region: CROSS-UK
Temporary movement joint in slabs not installed correctly
Dowels in temporary movement joints for a slab were not installed correctly, impacting the structural behaviour.
29 March 2021
CROSS Safety Report
Report ID: 998
Region: CROSS-UK
Cladding subcontractor change of connection strategy led to failure
As part of their final design submission, a cladding subcontractor changed the connection strategy for their cladding system. The project structural engineer did not identify the design change and the cladding loading resulted in excessive deflection and some twisting of the primary perimeter steel.
21 August 2023
CROSS Safety Report
Report ID: 1189
Region: CROSS-UK
Overloading a portal frame with suspended services
A reporter designing a single storey portal frame used a standard roof service loading of 0.25kN/m2. After the project was completed, a tenant for the unit took over fit out and added a considerable amount of sprinkler pipework into the roof. This created local overloading.
21 August 2023
CROSS Safety Report
Report ID: 1195
Region: CROSS-UK
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