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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 29 (1)
- CROSS-UK Newsletter 31 (2)
- CROSS-UK Newsletter 32 (1)
- CROSS-UK Newsletter 33 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 41 (5)
- CROSS-UK Newsletter 42 (3)
- CROSS-UK Newsletter 43 (2)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (2)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 49 (1)
- CROSS-UK Newsletter 50 (3)
- CROSS-UK Newsletter 54 (5)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (3)
- CROSS-UK [sub-heading only] (34)
- (-) CROSS Newsletter (36)
- CROSS Safety Report (36)
- News [sub-heading only] (7)
CROSS regions
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
Design deficiencies in long span steelwork portal
A firm commissioned to design steel joints on a large portal frame structure noticed that there was lack of restraint to a series of long span rafters.
1 October 2013
CROSS Safety Report
Report ID: 329
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
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
Inadequate structural design on industrial steel structures
A reporter's firm believes that steel structures associated with plant are being erected without a design being carried out by a structural engineer and are therefore potentially dangerous.
1 April 2019
CROSS Safety Report
Report ID: 804
Region: CROSS-UK
Concrete grade confusion in software
A reporter noticed that the design calculation report generated by a proprietary software package called for ‘concrete characteristic strength = 45N/mm2’, but did not confirm whether this refers to the cylinder or cube strength.
1 April 2019
CROSS Safety Report
Report ID: 788
Region: CROSS-UK
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
Non-structural roof soffit linings - failure
A reporter has observed the occurrence of compressed fibre cement sheets becoming dislodged from the soffit of several buildings in Australia.
1 January 2015
CROSS Safety Report
Report ID: 462
Region: CROSS-UK
Wind problem in city centre
A reporter shares how they have experienced a spate of wind related incidents where structures which have been designed in accordance with normal practice using current codes have suffered damage.
1 January 2016
CROSS Safety Report
Report ID: 506
Region: CROSS-UK
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