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Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />
Comparison to experiments<br />
350<br />
Force, kN<br />
350<br />
Force, kN<br />
300<br />
300<br />
W97-12<br />
250<br />
200<br />
150<br />
Simplified prediction<br />
Complex calculation<br />
m = 32<br />
250<br />
200<br />
150<br />
Complex calculation<br />
Experiment<br />
m = 67<br />
100<br />
100<br />
Simplified prediction<br />
50<br />
0<br />
W97-02<br />
Deformation, mm<br />
0 2 4 6 8<br />
50<br />
Deformation, mm<br />
0<br />
0 2 4 6 8<br />
Wald F., Sokol Z., Jaspart J.P.,<br />
Base Plate in Bending and Anchor <strong>Bolts</strong> in Tension, Heron 53 (2008) 21-50.<br />
95