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- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 9 (1)
- CROSS-UK Newsletter 11 (1)
- CROSS-UK Newsletter 16 (1)
- CROSS-UK Newsletter 19 (2)
- CROSS-UK Newsletter 20 (2)
- CROSS-UK Newsletter 24 (1)
- CROSS-UK Newsletter 26 (2)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 36 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 41 (2)
- CROSS-UK Newsletter 42 (1)
- CROSS-UK Newsletter 45 (1)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 51 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 54 (3)
- CROSS-UK Newsletter 55 (1)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 58 (3)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (1)
- (-) CROSS-UK [sub-heading only] (36)
- CROSS Newsletter (19)
- CROSS Safety Report (36)
- News [sub-heading only] (7)
CROSS regions
Concrete half joints
Poor reinforcement detailing and installation in a half joint led to the collapse of a series of beams and precast concrete slabs.
1 January 2008
CROSS Safety Report
Report ID: 88
Region: CROSS-UK
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
Precast joint failures
A reporter is interested in CROSS’s evidence about joint failures in concrete. They feel that the same failures keep arising from similar circumstances with none of the lessons having been learnt.
1 July 2008
CROSS Safety Report
Report ID: 107
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
Thermal effects on long span concrete car park beams
A reporter describes how long span precast hollow core units in a car park started to bow upwards due to thermal effects.
1 October 2010
CROSS Safety Report
Report ID: 173
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
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
Unsuitable underpinning
When reviewing a consulting engineer’s proposal to underpin a party wall, the reporter noticed that there was insufficient vertical load to maintain stability under lateral load from the retained height of soil.
1 July 2010
CROSS Safety Report
Report ID: 175
Region: CROSS-UK
Structural assessments of multi-storey car parks
The parking industry has in recent years (2012) seen several MSCPs closed due to structural fears, says a reporter, which begs the question how close were they to structural failure before they were taken out of service?
1 April 2012
CROSS Safety Report
Report ID: 224
Region: CROSS-UK
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