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Challenge ~10 min · ~13 min remaining

Challenge: stiffness or length

Predict the change in BEAM188 uy_head before running the analysis.

Verifiable challenge — Stiffness or length

After validating the base deliverable, choose Challenge A (increase bolt_d) or Challenge B (increase plate_t and connector length). Predict the change in uy_head_beam before running.

Transfer case

Far transfer: two-connector joint

Extend the one-bolt idealisation to two connectors under eccentric load without assuming a 50/50 split.

Deliberate-practice target

Transfer the one-connector idealisation to a two-connector joint under eccentric load without assuming the load split.

Execution cycle

  1. 1 Declare geometry, load, sign convention, and a qualitative load-split prediction.
  2. 2 Create and audit each connector absorbed region; prove they are non-empty and do not overlap.
  3. 3 Extract local forces per connector and compare their sum with global force and moment balance.
  4. 4 Export the evidence and state which check must be completed outside MAPDL.
Evidence to retain
2 · Rate your evidence

Auditable idealisation

Each connector has its own non-empty pilot and absorbed regions, with no accidental shared dependants.

Load path and equilibrium

The sum of connector forces is consistent with the global resultant and moment.

Traceable local forces

N, V, and moments for each connector use documented local systems and exported units.

Scope and limitation

FE extraction is separated from the external code check, and one idealisation limitation is stated.

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Graduated hints

1 · Concept hint

Each connector must be auditable on its own, and the assembly must satisfy global equilibrium.

2 · Command hint

Use stable selections or components and documented local orientations before reading SMISC.

3 · Explained solution

Accept the model only when regions are unambiguous, forces and moments close, and every local result remains traceable.