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Floor vibration in a gym
Vibration within the floor structure of a second floor gym gives rise to concern of structural resonance and possible fatigue of structural members.
26 August 2022
CROSS Safety Report
Report ID: 1106
Region: CROSS-UK
Unsafe design of retrofit cantilever balconies
A structural assessment of a number of new balconies being added to an existing building revealed critical concerns in respect of fixings back into the existing brickwork.
26 August 2022
CROSS Safety Report
Report ID: 1128
Region: CROSS-UK
Rendered ceiling failure
This report relates to a failure of a false ceiling below a precast concrete floor.
1 January 2010
CROSS Safety Report
Report ID: 149
Region: CROSS-UK
Suspended granite ceiling collapse
This report is in relation to the selection of fixings for a suspended ceiling of granite which collapsed in the entrance area of a new office building due to failures of the fixings.
1 January 2010
CROSS Safety Report
Report ID: 148
Region: CROSS-UK
Grandstands and dynamic crowd loads
A cantilever football stand vibrated when fans jumped in a synchronised manner and modifications had to be carried out to raise the natural frequency of the structure.
1 November 2005
CROSS Safety Report
Report ID: 1
Region: CROSS-UK
Nuts falling from tension glazing system
A reporter raises concerns about the fixings used in a tension glazing system.
1 July 2013
CROSS Safety Report
Report ID: 340
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
Metal cladding panels blowing in the wind
A local authority was called to investigate a dangerous structure where metal cladding panels on the 10th floor of a student accommodation block were flapping in high winds.
1 January 2015
CROSS Safety Report
Report ID: 461
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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