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---
type: concept
title: "Midas Civil Special Load and Design Utilities"
created: 2026-06-02
updated: 2026-06-02
address: c-000171
aliases:
- MIDAS Civil special utilities
- midas Civil support settlement and wave loads
tags:
- concept
- finite-element-method
- midas-civil
- bridge-analysis
- loads
status: current
related:
- "[[Midas-Civil-Analysis-Reference|Midas Civil Analysis Reference]]"
- "[[midas Civil]]"
- "[[Midas Civil Moving Load Bridge Analysis]]"
- "[[Midas Civil PSC and Prestress Loss Analysis]]"
- "[[Abaqus Structural Optimization and Parametric Studies]]"
sources:
- "[[Midas-Civil-Analysis-Reference|Midas Civil Analysis Reference]]"
source_refs:
- source: "[[Midas-Civil-Analysis-Reference|Midas Civil Analysis Reference]]"
raw_path: ".raw/MidasCivilAnalysisReference/"
raw_files:
- "MidasCivilAnalysisReference_057.md"
- "MidasCivilAnalysisReference_056.md"
- "MidasCivilAnalysisReference_052.md"
- "MidasCivilAnalysisReference_053.md"
md_indices:
- 57
- 56
- 52
- 53
match: "heuristic-heading-keyword"
confidence: high
---
# Midas Civil Special Load and Design Utilities
## Definition
Midas Civil special load and design utilities are the analysis-reference workflows that sit around the core FE solve: support-settlement combinations, before/after composite-section analysis, unknown-load optimization, arbitrary-shape column design, and wave-load generation.
## How It Works
Support settlement auto-consideration generates settlement cases or combinations. Steel composite section before/after composite analysis changes section stiffness as composite action develops. Unknown load solution uses optimization to identify loads that satisfy target responses. Arbitrary-shape column design includes moment magnification, long-column effects, braced/unbraced classification, 3D P-M interaction, and shear design. Wave load generation includes offshore member wave forces and wave theories such as Airy, Stokes, stream function, cnoidal, and solitary waves.
## Solver Development Notes
- Some production features are model generators or postprocessors rather than new FE equations.
- Optimization-based load identification needs a clear objective, constraints, design variables, and verification against the recovered target response.
- Design utilities require traceable mapping from FE force output to code-check quantities.
- Wave and settlement generators should be tested at the load-vector/envelope level before full-structure tests.
## Connections
- [[Midas Civil Moving Load Bridge Analysis]] is another load-generation workflow.
- [[Midas Civil PSC and Prestress Loss Analysis]] shares staged section and bridge-design concerns.
- [[Abaqus Structural Optimization and Parametric Studies]] gives a broad optimization comparison point.