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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
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
Alteration to historic column bases causes settlement issues
Historic timber columns settled and tilted after unauthorised changes were made to their foundation bases.
1 October 2014
CROSS Safety Report
Report ID: 458
Region: CROSS-UK
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