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- CROSS-AUS Newsletter 2 (2)
- CROSS-AUS Newsletter 3 (1)
- CROSS-AUS [sub-heading only] (2)
- CROSS-UK Newsletter 2 (1)
- CROSS-UK Newsletter 5 (1)
- CROSS-UK Newsletter 6 (1)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 29 (1)
- CROSS-UK Newsletter 31 (2)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 38 (1)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 57 (2)
- CROSS-UK Newsletter 64 (1)
- CROSS-UK [sub-heading only] (16)
- CROSS-US Newsletter 3 (1)
- CROSS Newsletter (12)
- CROSS Safety Alert (1)
- CROSS Safety Report (23)
- News [sub-heading only] (6)
CROSS regions
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
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
Wall tie design between masonry panels and timber frames
This report discusses the potential for failure of timber frame wall ties between masonry and timber in moderate to high wind conditions.
1 January 2020
CROSS Safety Report
Report ID: 832
Region: CROSS-UK
Sliding glass door - two-part subhead failure
Called to inspect the failure of a glazed sliding door system a correspondent noted that the system comprised a two-part subhead, which includes a removable bead that relies on a bearing of only a few millimetres.
1 February 2020
CROSS Safety Report
Report ID: 818
Region: CROSS-AUS
Safety concern about the design of thin concrete walls
The reporter raises their concern about the design of thin concrete load-bearing walls, sometimes supporting 10 or more storeys.
1 July 2019
CROSS Safety Report
Report ID: 815
Region: CROSS-AUS
Design responsibility for temporary stability of steel frame building
A reporter raises concerns about the division of responsibility for the temporary stability of a four-storey steel frame structure with precast concrete planks and a structural topping.
1 April 2019
CROSS Safety Report
Report ID: 789
Region: CROSS-UK
Poor quality of structural design on high-rise buildings
The correspondent has been very concerned about the quality of structural engineering on some projects in recent years, particularly for certain high-rise buildings.
1 July 2019
CROSS Safety Report
Report ID: 823
Region: CROSS-AUS
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
Cantilevered brickwork - fatal collapse during construction
A blade of 270mm cavity brickwork in a temporary condition fell and killed a bricklayer after sixteen scaffold planks were leant against the wall on the side remote from the bricklayer.
1 April 2015
CROSS Safety Report
Report ID: 476
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