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- CROSS-UK Newsletter 2 (3)
- CROSS-UK Newsletter 9 (2)
- CROSS-UK Newsletter 10 (1)
- CROSS-UK Newsletter 11 (1)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 15 (1)
- CROSS-UK Newsletter 16 (1)
- CROSS-UK Newsletter 18 (2)
- CROSS-UK Newsletter 19 (2)
- CROSS-UK Newsletter 24 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 30 (3)
- CROSS-UK Newsletter 33 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 38 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 42 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 46 (2)
- CROSS-UK Newsletter 47 (2)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 49 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 58 (3)
- CROSS-UK Newsletter 59 (2)
- (-) CROSS-UK [sub-heading only] (43)
- CROSS Newsletter (23)
- CROSS Safety Report (43)
- News [sub-heading only] (8)
CROSS regions
Steelwork connection design
A reporter was asked to design connections for a multi-storey building for which the frame had been designed by another engineer. The result was a near collapse situation.
1 March 2006
CROSS Safety Report
Report ID: 25
Region: CROSS-UK
Differing reinforcement couplers
On a recent project, because of supply problems, the contractor decided to change from the specified rebar couplers (type ‘A’) to those of another manufacturer (type ‘B’).
1 March 2006
CROSS Safety Report
Report ID: 28
Region: CROSS-UK
Structural steel - reinforced concrete interface
A reporter describes how the substructure of a building was constructed out of position to the extent that the steel frame could not be erected to tolerance and could not be connected to the holding down bolts.
1 March 2006
CROSS Safety Report
Report ID: 19
Region: CROSS-UK
Collapse of tank falsework
This report relates to the collapse of falsework erected to construct an in situ, reinforced concrete, circular water retaining structure.
1 October 2009
CROSS Safety Report
Report ID: 150
Region: CROSS-UK
Asymmetric bridge design and construction – a near miss
During the construction stage of an arch footbridge a design error was identified that had been indirectly revealed by an associated error in construction.
1 October 2011
CROSS Safety Report
Report ID: 262
Region: CROSS-UK
Gain in strength of mortar slower than concrete
A masonry wall settled and cracked after four courses of Engineering grade B bricks were substituted (not by the designer) for the original in-situ concrete padstones on cost and handling grounds.
1 April 2010
CROSS Safety Report
Report ID: 177
Region: CROSS-UK
Split responsibilities on temporary bracing of steelwork
A contractor removed temporary bracing on site prior to the structure being in a permanent stable state.
1 July 2010
CROSS Safety Report
Report ID: 204
Region: CROSS-UK
Partial collapse of suspended ceiling
A section of suspended ceiling in a multi-storey building collapsed.
1 January 2014
CROSS Safety Report
Report ID: 304
Region: CROSS-UK
Culvert roof slab failure
A culvert, which carries a river under a busy main road, partially collapsed.
1 April 2008
CROSS Safety Report
Report ID: 97
Region: CROSS-UK
School ceiling collapse
Five years after installation a school ceiling suddenly collapsed, pulling the original ceiling and battens with it. The collapse affected virtually the full extent of one classroom.
1 July 2009
CROSS Safety Report
Report ID: 130
Region: CROSS-UK
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