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- CROSS-AUS Newsletter 2 (1)
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CROSS regions
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
Inadequate steel beam splice
A reporter raises concerns of an inadequate steel beam splice they came across on site.
1 October 2013
CROSS Safety Report
Report ID: 343
Region: CROSS-UK
Certification of seismic design software
A reporter is concerned about third party certification of seismic design software and believes that users should carefully consider the assumptions that have been made in any such program.
1 October 2013
CROSS Safety Report
Report ID: 377
Region: CROSS-UK
Offshore tower failure
The top two thirds of a three part off-shore lattice mast failed due to problems with some of the connection bolts.
1 January 2014
CROSS Safety Report
Report ID: 358
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
Understanding the difference between analysis and design
A reporter is becoming increasingly concerned about design practice and correct understanding of the difference between analysis and design and the linking of the two.
1 April 2015
CROSS Safety Report
Report ID: 372
Region: CROSS-UK
Wall tie design between masonry panels and timber frames
This report discusses the potential for failure of timber frame wall ties between masonry and timber in moderate to high wind conditions.
1 January 2020
CROSS Safety Report
Report ID: 832
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
Poor quality of structural design on high-rise buildings
The correspondent has been very concerned about the quality of structural engineering on some projects in recent years, particularly for certain high-rise buildings.
1 July 2019
CROSS Safety Report
Report ID: 823
Region: CROSS-AUS