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- CROSS-UK Newsletter 4 (1)
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CROSS regions
Site hoardings blow down
Investigations into timber hoarding failures by the reporter’s firm indicated that the majority of site hoardings are erected with no design whatsoever.
1 October 2007
CROSS Safety Report
Report ID: 83
Region: CROSS-UK
Serious injury from free standing wall collapse
A 100mm wide brick masonry wall in a garden collapsed seriously injuring one person.
1 January 2008
CROSS Safety Report
Report ID: 94
Region: CROSS-UK
Reduced partition loads on proprietary joists
A reporter believes that a number of proprietary joist manufacturers are using a reduced partition allowance for the engineered joist design.
1 July 2008
CROSS Safety Report
Report ID: 108
Region: CROSS-UK
Concerns with propping design to large excavations
Concerns are raised about the design of propping to large excavations and particularly about the design of the connections for a raking prop to a horizontal waler.
1 January 2019
CROSS Safety Report
Report ID: 298
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
Repeating the same design mistakes
A correspondent who investigates engineering failures has shared common errors which engineers keep repeating.
1 October 2019
CROSS Safety Report
Report ID: 858
Region: CROSS-UK
Application of wind load code BS EN 1991 - wind actions
A reporter's concern is about the application of the wind load code BS EN 1991-1-4: 2005 Eurocode 1: Actions on structures - Part 1-4.
1 October 2014
CROSS Safety Report
Report ID: 403
Region: CROSS-UK
Structural issues with cladding
A reporter who investigates cladding failures shares common issues they have encountered.
1 April 2020
CROSS Safety Report
Report ID: 904
Region: CROSS-UK
High rise balustrade design
Wind loads used in design of balustrades on high-rise buildings (particularly those with glass infill panels) may need to be increased around the edges of the building.
1 August 2020
CROSS Safety Report
Report ID: 938
Region: CROSS-AUS
Wind loads acting on timber frame walls for designs to BS 5268-6
A reporter says that the masonry shielding factors in BS 5268-6 (K100 and K200) were substantially reduced when PD 6693-1 for designs to EC5 was produced.
1 April 2019
CROSS Safety Report
Report ID: 624
Region: CROSS-UK
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