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| Symptom | Likely Cause | Remedy | |---------|--------------|--------| | | Normal stiffness set exactly to zero → singular stiffness matrix. | Use a tiny kn (1–10 kN/m³) or enable Automatic Damping . | | Crack opening appears “stiff” (very small) | Shear stiffness too high combined with a non‑zero kn . | Reduce kn further, or check that the Tension cut‑off is turned ON . | | Unexpected crack path (e.g., diagonal instead of horizontal) | Mesh anisotropy or poorly aligned line elements. | Refine mesh, align line elements with expected crack direction, or add additional candidate joints. | | Large oscillations in joint forces | Load step too large for the sudden stiffness drop. | Decrease load increment (max % per step) or use Load Control instead of Displacement Control . | | No crack opens even though tensile stress > 0 | Cut‑off stress set > 0 (default sometimes 0.01 kPa). | Set cut_off = 0 explicitly. | | Crack slides excessively | Friction angle φ too low or shear stiffness too high. | Increase φ or add a small cohesion to resist shear. | John had used the software before, but he

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