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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
Post-tensioned slab failure during tendon stressing operations
A reporter disseminates the lessons learned after the end of a slab burst while stressing the tendons in a post-tensioned concrete slab.
1 April 2020
CROSS Safety Report
Report ID: 882
Region: CROSS-UK
Dangerous substitution of lintels on domestic projects
This report highlights the structural risk of substituting lintels during domestic projects without approval from the design engineer.
1 April 2020
CROSS Safety Report
Report ID: 889
Region: CROSS-UK
Glazing design and horizontal barrier loading
A reporter shares problems they have encountered with barrier loading requirements on a curtain walling glazing system.
1 July 2020
CROSS Safety Report
Report ID: 899
Region: CROSS-UK
Principal designers’ obligations for temporary works
A correspondent believes that the new BS5975 standard places some onerous temporary work duties on the principal designer.
1 January 2020
CROSS Safety Report
Report ID: 870
Region: CROSS-UK
Fire protection of mixed hot/cold rolled steel structure
This report describes how a high-rise building had to be remediated after it was found there was insufficient fire protection encasement of structural elements.
1 July 2020
CROSS Safety Report
Report ID: 921
Region: CROSS-UK
Emergency motorway lane closure during concrete repairs
This report highlights how confusion during concrete repair works led to an unplanned emergency lane closure of a bridge carrying a motorway.
1 July 2020
CROSS Safety Report
Report ID: 926
Region: CROSS-UK
Checking reinforcement before concrete pours
A reporter shares their concerns about incorrect rebar positioning on site prior to concrete being poured.
1 July 2020
CROSS Safety Report
Report ID: 894
Region: CROSS-UK
Fire protection of steelwork supporting a timber floor
A reporter shares concerns that developers and Building Control officials are assuming that, if a timber joist floor construction is suitable to provide 30 minutes fire resistance loadbearing capacity then the structural steel supporting members within it will be similarly protected.
20 February 2024
CROSS Safety Report
Report ID: 1234
Region: CROSS-UK