- A file without a schema number is refused again; the example output in
RAG/pierzainer_ground now has schema 2, so the temporary path is not needed.
- The legacy fixture is removed; tests cover the missing and null schema
numbers and a pier without a ground object.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- A file with no `schema` key is read as schema 1, but every pier must have a
`ground` object, so a renamed field is refused instead of loading as empty.
- `schema` null or any other number is still refused.
- The project file keeps the normalised model and checks it with its own
check (checkStoredGroundModel), so a saved model reopens.
- Temporary: remove the no-schema branch once examples/out is regenerated.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Each bearing gets a solplate wedge: tapered along the 교축 with T1 on the 시점 side, underside at the bearing top (block
top + h3). A, B come from the drawing's ELEVATION table, S and T1/T2 from the SOLPLATE table (NO, S(%), L, W, T, T1, T2),
read by position. The 공통 규칙 (T 30, margin 100, h3 181) feed the plan; changing them regenerates the piers. A new
"솔플레이트" part can be shown or hidden. A solplate table is read only when its S values are found; a missing S is reported.
Also commits the option-1 test change (drawing EL.X minus Excel z).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The reader takes TEXT and MTEXT entities (x, y, text). The EL.X header row names the columns; the No column holds the
bearing numbers; each value is the nearest entry under its header on the same row. On the 운곡교 교각도(2) drawing all ten
bearings read back the reference values (EL.X, h1, h2). The 도면 불러오기 button accepts .dxf as well as sheets. The test
fixture holds only the table's text entries.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
