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- CROSS-AUS Newsletter 4 (1)
- CROSS-AUS Newsletter 5 (2)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 20 (1)
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- CROSS-UK Newsletter 33 (2)
- CROSS-UK Newsletter 41 (2)
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- CROSS-UK Newsletter 54 (2)
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- CROSS-UK Newsletter 64 (1)
- CROSS-UK Newsletter 65 (2)
- CROSS-UK Newsletter 67 (2)
- CROSS-UK Newsletter 68 (1)
- CROSS-UK [sub-heading only] (15)
- CROSS-US Newsletter 2 (1)
- CROSS-US [sub-heading only] (1)
- CROSS Newsletter (10)
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CROSS regions
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
Alterations to existing buildings with no site visits
A reporter is concerned about structural engineers developing structural calculations and drawings based on the Architects’ drawings only, with no site visits.
1 January 2014
CROSS Safety Report
Report ID: 365
Region: CROSS-UK
Basement party walls
The client's consulting engineer had designed a new basement but, when queried by the consulting engineer for the main contractor, was unable to provide survey information for the adjoining property.
1 January 2014
CROSS Safety Report
Report ID: 361
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
No structural design for steel portal frame building
A reporter is concerned that, in some cases, no structural design is carried out for steel portal framed buildings.
1 January 2020
CROSS Safety Report
Report ID: 866
Region: CROSS-UK
Roof constructed without structural input
A reporter wants to highlight the problem of builders working off plans provided by an architect or surveyor and assuming that section sizes shown on their drawings are structurally adequate.
1 January 2016
CROSS Safety Report
Report ID: 515
Region: CROSS-UK
Mandatory seismic retrofit construction with quality control problems
Standard seismic retrofit details were used for a building with a non-standard foundation, resulting in inadequate connection of structural shear walls to foundations.
1 September 2020
CROSS Safety Report
Report ID: 888
Region: CROSS-US
Glazing design and horizontal barrier loading
A reporter shares problems they have encountered with barrier loading requirements on a curtain walling glazing system.
1 July 2020
CROSS Safety Report
Report ID: 899
Region: CROSS-UK
Crane outrigger loads underestimated due to misuse of software
A reporter is concerned about how the misuse of software can lead to incorrect outrigger loads being used in the design of foundations for crane outriggers.
1 April 2020
CROSS Safety Report
Report ID: 915
Region: CROSS-UK