Each case below is solved live by the WASM solver and compared against
its hand-derived closed-form solution (Euler-Bernoulli beam theory / statics /
classical plate theory). Translations and axial forces are checked signed; rotations
and moment reactions by magnitude (sign is convention-dependent). Tolerance is
per-case (each case's own rel field - 0.01% for exact beam theory,
looser for the plate cases to absorb mesh discretisation error); the worst-case
error across every checked quantity is shown for each case (lower is better).
This is the closed-form core of the verification programme, not all of
it - the same solver is also checked against the NAFEMS benchmarks, against
independent solvers on an identical mesh (OpenSees, PyNite, CalculiX), and by the
internal test suite; Help → About & validation and the user guide's
Verification page carry that wider record.
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| # | Case | Result | Max error | Reference |
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