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The objective of this paper is to perform a comparative study between the application of the new version of Eurocode 3 and the European Standard EN 50341-1 to analyse steel lattice structure for supporting overhead electrical lines.
The objective of this paper is to perform a comparative study between the application of the new
version of Eurocode 3 and the European Standard EN 50341-1 to analyse steel lattice structure
for supporting overhead electrical lines. The structure analysed is a tower of the GSLF type
(“iced” zone) with 40m of higher. A code in c# language was developed to calculate the action
of the wind on the tower. After the computing the actions (forces) applied to this structure, the
internal forces and moments were calculated by means of code SAP2000. Using these results,
the member safety checking according to both standards was achieved (this part of the work
was completed in an Excel worksheet). This procedure was repeated for two different joint
models: one using fixed connection between bars (rigid nodes) and the other using members
with pinned connections (pinned nodes). From this work, it was possible to conclude that both
standards (EC 3 and EN 50341-1) give similar results, despite being different in nature.
Additionally, it was verified that both models (rigid and pinned) also gave similar results, the
later being more easy to analyse and perform the design and
safety checking.
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