Civil Engineering Reference
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that can be resisted by each main plate girder was 6683.7 kN at a deflection
of 318.8 mm. The design load predicted using EC3 [1.27] for each main
plate girder was also plotted in
Figure 6.36
,
which was 5763.3 kN. The finite
element failure load was 16% higher than the design load, which shows that
the design rules specified in the EC3 [1.27] are conservative and accurate.
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