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- CROSS-AUS Newsletter 2 (1)
- CROSS-AUS Newsletter 4 (1)
- CROSS-AUS [sub-heading only] (2)
- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 4 (1)
- CROSS-UK Newsletter 9 (2)
- CROSS-UK Newsletter 11 (2)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (1)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 32 (2)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 37 (1)
- CROSS-UK Newsletter 39 (1)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 43 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 47 (2)
- CROSS-UK Newsletter 48 (1)
- CROSS-UK Newsletter 52 (2)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (2)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (1)
- CROSS-UK Newsletter 61 (1)
- CROSS-UK Newsletter 65 (1)
- CROSS-UK [sub-heading only] (31)
- CROSS Newsletter (23)
- CROSS Safety Report (50)
- News [sub-heading only] (6)
CROSS regions
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
Inadequate foundation reinforcement
Subcontractors carrying out the ground works for a multi-storey development failed to provide sufficient continuity reinforcement in the ground beams.
1 October 2008
CROSS Safety Report
Report ID: 112
Region: CROSS-UK
Follow up to Liquid Metal Assisted Cracking (LMAC)
A recent case involving cracking around holes in large structural components was detected immediately after galvanising as a result of the team being aware of the need for post galvanising inspection.
1 July 2008
CROSS Safety Report
Report ID: 105
Region: CROSS-UK
Car park staircase collapse at construction joint
The top flight of a staircase to a multi-storey concrete car park collapsed approximately 10 years after construction.
1 July 2008
CROSS Safety Report
Report ID: 106
Region: CROSS-UK
Safety issues with composite metal deck floors
A contractor had a near miss when pouring a concrete slab with permanent formwork.
1 January 2012
CROSS Safety Report
Report ID: 288
Region: CROSS-UK
Design deficiencies in long span steelwork portal
A firm commissioned to design steel joints on a large portal frame structure noticed that there was lack of restraint to a series of long span rafters.
1 October 2013
CROSS Safety Report
Report ID: 329
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
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
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