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Connection fixity considerations for steel frame modelling
This report concerns the modelling of joints when using computer programs. In some cases, engineers are applying rotational releases to joints in models but subsequently designing the connections as rigid. This leaves a fundamental mismatch between analysis and design which may lead to unsafe structural connections argues a reporter.
17 November 2022
CROSS Safety Report
Report ID: 1139
Region: CROSS-UK
Incorrect modelling of a cantilever
A steel framed building was incorrectly modelled and designed resulting in excessive deflection of part of the frame even before the frame was loaded with the self-weight of the building.
17 November 2022
CROSS Safety Report
Report ID: 1144
Region: CROSS-UK
Offshore tower failure
The top two thirds of a three part off-shore lattice mast failed due to problems with some of the connection bolts.
1 January 2014
CROSS Safety Report
Report ID: 358
Region: CROSS-UK
Fabrication different from design drawings
A reporter shares their experience of how a propping design they had undertaken was fabricated and installed but not in accordance with the design drawings.
1 July 2015
CROSS Safety Report
Report ID: 513
Region: CROSS-UK
Failure of tower crane studs
This report describes how non-standard Grade 10.9 studs used to connect a tower crane mast to a steel grillage failed.
1 January 2017
CROSS Safety Report
Report ID: 600
Region: CROSS-UK
Corrosion causes collapse of steel floodlight mast at football club
This is an alert that was issued by a local authority responsible for enforcing the Safety of Sports Grounds Act after a floodlighting mast collapsed at a football club's ground.
1 April 2018
CROSS Safety Report
Report ID: 683
Region: CROSS-UK
Accelerated corrosion of telecoms mast holding down bolts
During an examination of a 20m high telecoms mast, a reporter found that there had been accelerated corrosion of the galvanised holding down bolts.
1 June 2022
CROSS Safety Report
Report ID: 773
Region: CROSS-UK
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