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- CROSS-AUS Newsletter 2 (1)
- CROSS-AUS Newsletter 3 (1)
- CROSS-AUS Newsletter 4 (1)
- CROSS-AUS Newsletter 5 (1)
- CROSS-AUS [sub-heading only] (3)
- CROSS-UK Newsletter 2 (3)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 17 (1)
- CROSS-UK Newsletter 19 (2)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 30 (1)
- CROSS-UK Newsletter 31 (2)
- CROSS-UK Newsletter 32 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 45 (2)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 50 (2)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 57 (2)
- CROSS-UK Newsletter 58 (1)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (3)
- CROSS-UK Newsletter 62 (1)
- CROSS-UK Newsletter 67 (1)
- CROSS-UK [sub-heading only] (29)
- CROSS-US Newsletter 3 (1)
- CROSS Newsletter (21)
- CROSS Safety Report (50)
- News [sub-heading only] (9)
CROSS regions
Steel column erection anchoring connection failure injured worker
This report describes how a construction worker was injured during the erection of a steel column due to shortcomings in erection procedures and inadequacies in a column base connection.
10 May 2021
CROSS Safety Report
Report ID: 992
Region: CROSS-US
Connection fixity considerations for steel frame modelling
This report concerns the modelling of joints when using computer programs. In some cases, engineers are applying rotational releases to joints in models but subsequently designing the connections as rigid. This leaves a fundamental mismatch between analysis and design which may lead to unsafe structural connections argues a reporter.
17 November 2022
CROSS Safety Report
Report ID: 1139
Region: CROSS-UK
Punching shear in concrete slabs at perimeter columns
A reporter raises concerns about the underestimation of bending moments in perimeter columns when assessing punching shear in adjacent concrete slabs. Punching shear failures can be brittle and catastrophic. Designers need to include the appropriate ultimate moment in the design actions.
14 October 2022
CROSS Safety Report
Report ID: 1122
Region: CROSS-AUS
Dangerous modification to a column
A reporter was requested to visit a warehouse to inspect work carried out to a main support column that had been modified by a builder.
1 July 2010
CROSS Safety Report
Report ID: 169
Region: CROSS-UK
Freezing splits galvanised SHS columns
Concerns were raised after several square hollow section members split vertically on a partially complete construction site.
1 April 2012
CROSS Safety Report
Report ID: 253
Region: CROSS-UK
Split responsibilities on temporary bracing of steelwork
A contractor removed temporary bracing on site prior to the structure being in a permanent stable state.
1 July 2010
CROSS Safety Report
Report ID: 204
Region: CROSS-UK
Concern about rebending starter bars
This report concerns the bending and rebending of starter bars on site during the construction of a multi storey tower. The reporter considered that such a practice could compromise the structure under extreme load conditions.
24 May 2023
CROSS Safety Report
Report ID: 1164
Region: CROSS-UK
Modern methods of construction and robustness
This report relates to the design of a low rise modular building and the requirement, or otherwise, for positive fixings between the superstructure and the substructure.
24 May 2023
CROSS Safety Report
Report ID: 1179
Region: CROSS-UK
Progressive collapse of mill building
Nearby families were evacuated after part of a four-storey former mill building collapsed adjacent to their homes.
1 October 2008
CROSS Safety Report
Report ID: 121
Region: CROSS-UK
Temporary works propping
A reporter raises concerns about the adequacy of temporary works that were installed on site during the refurbishing of a large office building.
1 January 2010
CROSS Safety Report
Report ID: 146
Region: CROSS-UK