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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
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
Lack of experience on steel column erection
A reporter highlights how works progressed on site without a detailed method statement being provided by the contractor even though it had been requested.
1 April 2013
CROSS Safety Report
Report ID: 324
Region: CROSS-UK
Further concerns about competence
A reporter raises concerns about competency, and the points raised demonstrate, says the reporter, a poor grasp first-principles on the part of many designers.
1 July 2013
CROSS Safety Report
Report ID: 339
Region: CROSS-UK
Substitution of undersize steel sections
A reporter feels it is necessary to report a similar but more basic problem on the failure of certified steel products.
1 October 2013
CROSS Safety Report
Report ID: 369
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
High strength concrete incident
Confusion on sites lead to the incorrect concrete grade being used for some structural elements.
1 April 2014
CROSS Safety Report
Report ID: 406
Region: CROSS-UK
Structural steel - reinforced concrete interface
A reporter describes how the substructure of a building was constructed out of position to the extent that the steel frame could not be erected to tolerance and could not be connected to the holding down bolts.
1 March 2006
CROSS Safety Report
Report ID: 19
Region: CROSS-UK
Very slender props
A reporter noticed prop that did not have ties installed while carrying out a site inspection.
1 July 2007
CROSS Safety Report
Report ID: 34
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
Compatibility at RC column to slab joint - strong column/weak slab
A reporter who was reviewing the structural design of a commercial building raises concerns over the compatibility at column/slab joints when different grades of concrete are used.
1 April 2012
CROSS Safety Report
Report ID: 296
Region: CROSS-UK
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