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- CROSS-AUS Newsletter 1 (1)
- CROSS-AUS [sub-heading only] (1)
- CROSS-UK Newsletter 1 (2)
- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 4 (3)
- CROSS-UK Newsletter 5 (3)
- CROSS-UK Newsletter 6 (1)
- CROSS-UK Newsletter 11 (2)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 14 (1)
- CROSS-UK Newsletter 15 (1)
- CROSS-UK Newsletter 17 (1)
- CROSS-UK Newsletter 20 (1)
- CROSS-UK Newsletter 22 (1)
- CROSS-UK Newsletter 25 (1)
- CROSS-UK Newsletter 26 (3)
- CROSS-UK Newsletter 27 (1)
- CROSS-UK Newsletter 29 (2)
- CROSS-UK Newsletter 31 (3)
- CROSS-UK Newsletter 32 (1)
- CROSS-UK Newsletter 33 (2)
- CROSS-UK Newsletter 34 (1)
- CROSS-UK Newsletter 35 (1)
- CROSS-UK Newsletter 36 (3)
- CROSS-UK Newsletter 38 (3)
- CROSS-UK Newsletter 39 (3)
- CROSS-UK Newsletter 40 (1)
- CROSS-UK Newsletter 41 (1)
- CROSS-UK Newsletter 42 (3)
- CROSS-UK Newsletter 43 (2)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 45 (3)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 47 (1)
- CROSS-UK Newsletter 50 (2)
- CROSS-UK Newsletter 52 (4)
- CROSS-UK Newsletter 54 (3)
- CROSS-UK Newsletter 55 (2)
- CROSS-UK Newsletter 56 (1)
- CROSS-UK Newsletter 57 (2)
- CROSS-UK Newsletter 58 (2)
- (-) CROSS-UK [sub-heading only] (72)
- CROSS Newsletter (43)
- CROSS Safety Report (72)
- News [sub-heading only] (20)
CROSS regions
Unconservative design of flat slab due to software modelling issues
A reporter discusses how a design/modelling problem caused an under-designed reinforced concrete (RC) slab to be constructed.
1 April 2020
CROSS Safety Report
Report ID: 886
Region: CROSS-UK
Structural issues with cladding
A reporter who investigates cladding failures shares common issues they have encountered.
1 April 2020
CROSS Safety Report
Report ID: 904
Region: CROSS-UK
Wall tie design between masonry panels and timber frames
This report discusses the potential for failure of timber frame wall ties between masonry and timber in moderate to high wind conditions.
1 January 2020
CROSS Safety Report
Report ID: 832
Region: CROSS-UK
No structural design for steel portal frame building
A reporter is concerned that, in some cases, no structural design is carried out for steel portal framed buildings.
1 January 2020
CROSS Safety Report
Report ID: 866
Region: CROSS-UK
Repeating the same design mistakes
A correspondent who investigates engineering failures has shared common errors which engineers keep repeating.
1 October 2019
CROSS Safety Report
Report ID: 858
Region: CROSS-UK
Failure of waling beam connected to raking prop
A reporter discusses how they witnessed the failure of a temporary support for an excavation on site due to similar design issues discussed in CROSS report 298 (Props to large excavations).
1 July 2019
CROSS Safety Report
Report ID: 813
Region: CROSS-UK
Large stone panel falls from building façade
A reporter witnessed a large stone panel detach from a second floor beam and fall to the ground, narrowly missing a group of school children.
1 July 2019
CROSS Safety Report
Report ID: 467
Region: CROSS-UK
Inadequate structural design on industrial steel structures
A reporter's firm believes that steel structures associated with plant are being erected without a design being carried out by a structural engineer and are therefore potentially dangerous.
1 April 2019
CROSS Safety Report
Report ID: 804
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
Inadequate billets used in precast concrete connections
Whilst completing a third-party design appraisal, a correspondent found that solid steel billets intended to form the primary shear transfer mechanism between concrete beams and columns were insufficient for this purpose.
1 April 2019
CROSS Safety Report
Report ID: 705
Region: CROSS-UK
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