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- CROSS-UK Newsletter 3 (1)
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CROSS regions
Removal of internal structure
The roof trusses, 6m above the ground floor, had been left supported on props made by nailing floor joists together; one at each party wall position.
1 July 2006
CROSS Safety Report
Report ID: 46
Region: CROSS-UK
Precast concrete planks - durability and potential safety concerns
A reporter raises concerns over the recent collapses of precast concrete floor units that are installed throughout the UK.
1 April 2007
CROSS Safety Report
Report ID: 77
Region: CROSS-UK
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
Correct uses of concrete spacers
A reporter raises concerns about how concrete strip spacers are being installed on some construction sites.
1 April 2013
CROSS Safety Report
Report ID: 321
Region: CROSS-UK
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
Permanent formwork to slabs
Concerns are raised over deflection issues that are not being considered when using permanent formwork.
1 January 2011
CROSS Safety Report
Report ID: 215
Region: CROSS-UK
Collapse of Large Panel System (LPS) buildings during demolition
In 2009, numerous progressive and unexpected collapses occurred during the demolition of Large Panel System (LPS) tower blocks.
1 April 2010
CROSS Safety Report
Report ID: 186
Region: CROSS-UK
Large Panel System (LPS) building structural refurbishment issues
A reporter from a firm of consulting engineers’ comments on his experiences when refurbishing 1960s Large Panel Structure (LPS) buildings around 2000.
1 July 2011
CROSS Safety Report
Report ID: 201
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
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