Verification › V.03 Second-order (P-Delta) analysis
V.03.7Second-Order Closed-Form Solutions
Within 0.01% of the exact solutionProblem
Compare the P-Delta solution with exact second-order answers.
Reference
- Exact second-order solution of a cantilever with tip axial and lateral load (beam-column theory).
- Leaning column: the lateral stiffness of a frame drops by P/h for every leaning column of height h carrying P.
Model
- Cantilever split into elements, axial compression P and lateral load H at the tip
- Cantilever column tied to a pinned leaning column carrying P
Comparison
| Result | Exact | Sutranet |
|---|---|---|
| Cantilever base moment | beam-column theory | within 0.01% |
| Cantilever tip deflection | beam-column theory | within 0.01% |
| Base reaction moment | H·L + P·Δ | within 0.0001% |
| Leaning column drift | H / (k − P/h) | within 0.0001% |
- The same tests check that a structure loaded past its buckling load is reported as buckled rather than solved.
Reproduce
This is a closed-form or table check with no project file; it runs in the solver test pdelta_closed_form.rs.
Automated test: pdelta_closed_form.rs, run on every change.
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