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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 2 (1)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 31 (3)
- CROSS-UK Newsletter 33 (2)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 36 (2)
- CROSS-UK Newsletter 38 (2)
- CROSS-UK Newsletter 39 (2)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 54 (2)
- CROSS-UK Newsletter 60 (2)
- CROSS-UK Newsletter 62 (1)
- CROSS-UK Newsletter 64 (2)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK [sub-heading only] (26)
- (-) CROSS Newsletter (32)
- (-) CROSS Safety Report (32)
- News [sub-heading only] (7)
CROSS regions
Inadequate structural design of school extension
On review of a design for a school extension, a reporter noted several major issues including an almost total lack of vertical bracing throughout the extension.
1 October 2016
CROSS Safety Report
Report ID: 597
Region: CROSS-UK
Nuts falling from tension glazing system
A reporter raises concerns about the fixings used in a tension glazing system.
1 July 2013
CROSS Safety Report
Report ID: 340
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
Square Hollow Section (SHS) expansion due to freezing
A reporter has come across problems in British Columbia (temp range -30 degrees to +40 degrees) of cracking to square hollow sections (SHS) due to the ingress of water and freezing.
1 April 2017
CROSS Safety Report
Report ID: 641
Region: CROSS-UK
Fabrication different from design drawings
A reporter shares their experience of how a propping design they had undertaken was fabricated and installed but not in accordance with the design drawings.
1 July 2015
CROSS Safety Report
Report ID: 513
Region: CROSS-UK
Flaws with partial encasements around steel columns
A structural assessment found that steel columns encased in concrete to mid-storey height were heavily corroded directly above the top of the encasements.
1 January 2016
CROSS Safety Report
Report ID: 517
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
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
Street sign collapse causes fatality
This report highlights the potential dangers of street signs on fixed vertical supports subject to wind loading.
1 October 2018
CROSS Safety Report
Report ID: 793
Region: CROSS-UK
Bridge bearing design and installation - further concerns raised
A reporter says that the issue of successful co-ordination between designers, contractors and specialist bearing suppliers is one they have experienced.
1 January 2019
CROSS Safety Report
Report ID: 796
Region: CROSS-UK