Here are the dimensions and loading for the problem as defined
Shallow roof,
long edges 254*2 mm for full structure
Subtends an arc of 0.2 for full structure
Radius 2540 mm
Material Properties :
E = 3.10275 kN/mm2
v = 0.3
Thickness 6.35 mm
¼ symmetry used – but it is recommended to use a full model. The original benchmark is so old that 1/4 symmetry was the only way to run it – I remember!
Point Load applied vertically at center – approximate target 420 N
Point displacement applied at center – approximate target 30 mm
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