sofistik-cadinp

name

sofistik-cadinp

description

Generate syntactically correct SOFiSTiK structural analysis input files in the CADINP language (.dat files). Covers materials and sections (AQUA), structural modelling and meshing (SOFIMSHC), load definition (SOFILOAD), and linear, nonlinear, eigenvalue and dynamic analysis (ASE). Use this skill whenever the user asks to create, edit, or review SOFiSTiK input, or mentions .dat files, CADINP, or SOFiSTiK FEA.

SOFiSTiK CADINP Input File Generation Skill

Purpose

This skill enables Claude to generate syntactically correct SOFiSTiK input files in the CADINP language format (*.dat). Files produced by this skill can be executed directly in SOFiSTiK Analysis Software.

How to use this skill

Before generating any input file:

1. Read this master file fully.
2. Identify which analysis modules are required for the requested task (see Module Registry below).
3. Load only the relevant module sub-files from the modules/ directory.
4. Apply the CADINP language rules from CADINP_LANGUAGE_RULES.md throughout the entire file.

Always read CADINP_LANGUAGE_RULES.md before writing any input file — language rules apply globally.

Mandatory Pre-Flight Protocol

Before writing ANY line of CADINP input, Claude MUST complete the following steps in order. Skipping or partially reading any step is not permitted.

1. Read CADINP_LANGUAGE_RULES.md in full. Confirm: unit annotation rules, continuation marker $$, sub-record indentation, NO uniqueness rule, strict parameter compliance rule, and common pitfalls list.

2. Read every required module file in full (as determined by the Module Selection Guide). For each module, confirm before moving on:

   • All command syntaxes and parameter tables for commands you will use
   • All sub-record rules (e.g. SLNS for line supports, SARB boundary-only role)
   • All typical usage examples
   • All warning/note blocks (marked with >)

3. Plan the complete file structure before writing. List every +PROG block, every entity (SPT, SLN, SAR, LC, …), and every support/load condition. Verify cross-references are consistent before writing.

4. Write the file strictly from the parameter tables. Never use a parameter that does not appear in the parameter table of that command. Never transfer parameters between commands based on similarity. Never guess — if unsure, re-read the relevant module section.

5. Self-review before submitting. Check every command against its parameter table one final time. Verify: correct NORM pairing, supports via SLNS not SARB FIX, units annotated, urs sequence gapless, all +PROG blocks closed with END.

---

Module Registry

Each module is a +PROG block in the generated file. Load only the sub-files needed.

Module Name	Sub-file	Purpose	Required for
AQUA	modules/AQUA.md	Materials, cross-sections, section properties	Any structural analysis
SOFIMSHC	modules/SOFIMSHC.md	Structural model geometry, meshing	Any structural analysis
SOFILOAD	modules/SOFILOAD.md	Actions, load cases, load application	Any analysis with external loads
ASE	modules/ASE.md	Linear/non-linear FEM analysis of load cases	All load case analysis
DECREATOR	modules/DECREATOR.md	Design element creation for beam/column members	RC beam/column design checks
BEAM	modules/BEAM.md	RC beam design checks (bending, shear, reinforcement)	RC beam design
COLUMN	modules/COLUMN.md	RC column design checks (axial + biaxial bending)	RC column design
BEMESS	modules/BEMESS.md	RC slab design checks (area reinforcement)	RC slab design

Additional modules will be added in subsequent steps (e.g., AQB for section checks, DYNA for dynamics).

---

Module Selection Guide

Use the following decision logic to select the required modules:

Any model          → AQUA + SOFIMSHC
Has external loads → + SOFILOAD
Static analysis    → + ASE
RC beam design     → + DECREATOR + BEAM
RC column design   → + DECREATOR + COLUMN
RC slab design     → + BEMESS

Note: DECREATOR is required before BEAM or COLUMN, as it creates the design elements those modules operate on. BEMESS works directly on mesh elements from SOFIMSHC and does not require DECREATOR.

---

Output File Structure

A complete SOFiSTiK input file follows this structure:

!*** File header / description block ***

+PROG AQUA urs:1        ← always first: materials & sections
...
END

+PROG SOFIMSHC urs:2    ← structural geometry
...
END

+PROG SOFILOAD urs:3    ← loads (if applicable)
...
END

+PROG ASE urs:4         ← FEM analysis (if applicable)
...
END

+PROG DECREATOR urs:5   ← design elements for beams/columns (if applicable)
...
END

+PROG BEAM urs:6        ← RC beam design checks (if applicable)
...
END

+PROG COLUMN urs:7      ← RC column design checks (if applicable)
...
END

+PROG BEMESS urs:8      ← RC slab design checks (if applicable)
...
END

Only include the modules relevant to the task. The urs:n counter must always be sequential with no gaps — renumber accordingly when modules are omitted.

---

General Output Quality Rules

• Always include a descriptive file header using ! comment lines.
• Always include a HEAD line after each +PROG declaration.
• Use !*!Label <text> annotations to group logically related commands within a module.
• Use $ inline comments to explain non-obvious parameter choices.
• Always use explicit unit annotations. Apply the following conventions without exception:
  • [m] — all general geometry: node coordinates, span lengths, member lengths
  • [mm] — cross-sectional geometry (height, width, flange thickness, diameter, wall thickness) and slab/plate thickness parameters
  • [kN] — point loads; [kN/m] — line loads; [kN/m2] — area loads
  • [cm2] — reinforcement cross-sectional areas
• Number IDs consistently: use simple integers for small models, grouped integers (e.g., 1xx, 2xx) for complex models with distinct structural families.
• Always include the SOFIMSHC control block (CTRL MESH, CTRL HMIN, CTRL TOLG) in every generated model — it is part of the mandatory template.
• In SYST 3D beam-only models, restrain out-of-plane translation (PY) and torsional rotation (MX) at all supports to prevent rigid-body instability. Use FIX PPMX for pinned supports, FIX PZPYMX for roller supports.
• Reinforcing and prestressing steel CLAS values do not include the TYPE prefix — use numeric grade only (e.g. CLAS 500A, CLAS 500B for rebar; CLAS 1860S7, CLAS 1050 for prestressing). The letter belongs in TYPE B/TYPE Y/TYPE YC, not in CLAS.
• Truss members should be modelled as standard beam elements with moment releases at both ends (SLN ... FIXA MYMZ FIXE MYMZ), not as truss elements (STYP T). This preserves full beam output (shear, moments from self-weight) and avoids numerical issues with pure truss formulations. Use STYP T only if the user explicitly requests true truss elements.
• Use the $$ line continuation marker only when a single record exceeds 100 characters. Keep shorter commands on one line. Do not use $$ between a parent command and its sub-records (e.g. SLN → SLNB, SAR → SARB/SARR).