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- CROSS-UK Newsletter 2 (1)
- CROSS-UK Newsletter 3 (1)
- CROSS-UK Newsletter 9 (2)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 38 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 54 (2)
- CROSS-UK Newsletter 58 (3)
- (-) CROSS-UK [sub-heading only] (17)
- CROSS Newsletter (8)
- CROSS Safety Report (17)
- News [sub-heading only] (5)
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
Girder collapse
The failure was of a two-storey high trussed girder with a 36m span, designed to carry a composite steel and concrete floor at the lower level and a trussed roof at higher level.
1 March 2006
CROSS Safety Report
Report ID: 30
Region: CROSS-UK
Demolition risks
This report is about the collapse of a flat slab building that occurred overseas whilst the top floor of the building was being demolished onto the next floor down.
1 January 2008
CROSS Safety Report
Report ID: 96
Region: CROSS-UK
Further demolition collapse
This report is of an incident that occurred recently in a UK city when a floor suffered a structural collapse during the demolition of a reinforced concrete building.
1 January 2008
CROSS Safety Report
Report ID: 90
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
Falsework collapse during slab pour in SE Asia
There was a partial collapse of falsework on a project in Southeast Asia.
1 July 2013
CROSS Safety Report
Report ID: 337
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
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
Brick wall removed to leave precast panels unsupported
Precast concrete slabs were left unsupported after a supporting brick wall was removed during demolition works.
1 July 2014
CROSS Safety Report
Report ID: 384
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
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