- Six inputs with their ranges and P1 defaults; a change regenerates the pier.
- The 적용 블럭 line shows the blocks (분리 n개 or 일체 n쌍, 전체).
- view/block-rebar-svg.ts: the section C–C along the 교축 with the S2 dots, the
S1 lines and legs, and the dimensions (block widths, the S2 layout).
- 받침블럭 철근 설정 is tracked for changes (defaults vs the current draft).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- RB01 a setting outside its range (cover 50–100, side cover 50–100, first gap
0–150, spacing S1/S2 100–200, leg 500–1000); RB02 S1 depth at or above the
block height; RB03 the legs do not reach into the coping.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- PierInput.blockRebar (partial): cover top, side cover, first gap, spacing S1
and S2 (separate), leg length. Defaults are the P1 values, so P1 is unchanged.
- S2 depth = top cover; S1 depth = top cover + S1/2 + S2/2 (H19: 69.1 at the default).
- The model carries the settings; the bearing-block rebar, the 3D bars, and the
summary use them.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Blocks, solplates, and the dashed drawing outlines are turned by the bearing's
방위 (rowSkewDeg), the same turn as the 3D block; each bearing is labelled
with its 방위 in degrees.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Blocks, solplates, and bearing centres sit at their real 교각축 positions;
the pair's offset is not aligned away. The 편심 is written on the figure.
- C4 and C5 dimensions run from the block edges to the bearings.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- bearingEdgeDistances measures along the 교각축: 분리 600 / 600; 일체 from the
pair block centred on the mean 교각축 position (P1 outer margins 557).
- Table headings updated; C1 · C2 · C3 on the plan are measured on the 교축 from the drawn positions.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- C4 runs from the block top edge to the bearing row, C5 from the bearing row
to the bottom edge. The values are the model's C4 and C5.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Blocks and solplates are drawn on one line across the 교축; the 교각축 offset
of the bearings is written as text.
- Arrows for the 교축 (horizontal) and the 교각축 방향 (vertical).
- Dimensions along the bottom: C1 (bearing to block edge), C2 (between the
bearings), C1, and C3 (block span).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- view/bearing-section-svg.ts: the pair's elevation — blocks (일체: one stepped
outline), mortar, bearing body and solplate per bearing from the model; the
drawing heights overlaid dashed. EL.X at the mortar top, E = h1 + h2 + h3 + h4.
- view/solplate-svg.ts: per bearing, the plan L × W and the taper T1 · T2
(S %), with the drawing values dashed.
- ② bearing card: section figure and the two solplate figures under the plan.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- A 일체 pair's inner sides face the other bearing, so they are not C4 or C5:
they are null and shown as "—" in the 배치 규칙 table.
- The table headings now describe the 교축 margins (bearing to the outer block edge).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- bearingEdgeDistances now reads the block geometry: 분리 1200 blocks are
centred on the bearing (600 / 600); 일체 uses the pair's 2500 block (outer
margins 601, within the 5 mm tolerance of 600).
- The plan labels C4 and C5 from these values; the coping-edge definition is removed.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- C4·C5 measured across the coping width (교각축 직각): the two coping edges
at ±B/2 to the bearing centre. The former along-the-axis definition is replaced.
- view/bearing-plan-svg.ts: the plan of one pair with the model's solplates
and the block outline(s) (일체: one 2500 × 1200; 분리: two 1200 × 1200), and
the drawing A/B overlaid as dashed outlines.
- ② bearing card: 상세 보기 pair chips (①·⑥ …) and the overlay toggle.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- integrated-block.ts: per pair (전열 k · 후열 k) one block centred on the
pair midpoint, 2500 across the 교축 and 1200 along the 교각축, with a
stepped top (each half to its own bearing row top). Only when 일체 is chosen
and every pair is within 100 mm; otherwise 분리 is kept (B02).
- Rebar: S2 19 bars at 125 across the 2500 (10 front half, 9 back half), each
leg from its half's top; S1 8 bars across the 1200, 3800 long, depth from
the lower top. Totals per pier: S1 40, S2 95 (분리: 80 / 80).
- Scene and 3D rebar draw the stepped blocks instead of the per-bearing blocks.
- The per-bearing blocks stay for the solplate, the pads, and the body.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- PierInput.bearingLayout: 분리 (default) or 일체, tracked for changes.
- 일체 is selectable only when there is at least one pair and every pair is
within 100 mm; otherwise the chip is disabled with the reason.
- Validation: B01 (info) when 일체 is chosen and allowed, the block shape is
still the 분리 shape; B02 (warning) when it is not allowed and the model
falls back to 분리.
- The 일체 block shape (2500 × 1200) is not modelled yet.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- C4/C5 = distance from the coping edge to the bearing centre along the
coping length, from the model; the drawing value is for comparison only.
- A pair is a front and back bearing of the same order within their row. A
pair with an eccentricity above 100 mm forbids 일체 (분리 first).
- ② bearing card: read-only table of C4/C5 and the pair eccentricities.
- The 일체 block model is not built yet.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- PierInput.bearingType: text, absent = 탄성받침. Tracked for changes, so it
can be reverted. Saved in the project; no rule yet, so it does not change the model.
- Shown on the ② bearing card above the 공통 규칙.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Rules confirmed (승인 2026-10-26): datum MSL; 고조위 HWL and 저조위 LWL as
two levels; 세굴 깊이 as for 하상; 파랑과 선박 하중 excluded from this scope.
- Checks: G13 levels missing, G10 해저면 not below 고조위, G11 저조위 not
below 고조위, G14 pile wall at or below the corrosion allowance reference.
- CORROSION_ALLOWANCE_MM = 1 is a PLACEHOLDER reference (not in the RAG
documents); the card and G14 mark it as to be confirmed.
- Card: the 해상 inputs; the section draws 고조위 (solid), 저조위 (dashed),
and labels the ground line 해저면 EL.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- shape-options: a per-option "confirmed" flag; 하상 is confirmed, 해상 is not.
- The 위치 chips store the choice in the pier's draft; 선택 shows it.
- 하상: the groundwater inputs give way to 설계홍수위 DHWL (floodLevelEl) and
세굴 깊이 (scourDepthM). The groundwater value is kept (남겨두기).
- Checks: G07 DHWL missing, G08 DHWL below the 지반고, G09 scour negative or
the scour line below the footing bottom. The groundwater check is skipped for 하상.
- Section: the DHWL as a solid line and the 세굴선 dashed.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- StrataRow.nValue: text. "23" is a blow count (0–100), "50/5" a refusal
(50 blows for 5 mm, 1–300 mm). Empty means not known yet.
- G06 (warning): a malformed N value. Strict, because the values will feed the
bearing-capacity and liquefaction checks.
- The layer table has an N값 column; the project file checks that the rows
are well formed.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The 위치 buttons duplicated the 형상 옵션 chips above the card. The chips
stay the one place for 위치 (only the default is selectable until Q6).
- The water-level row lays out as a flex row, so its label and input do not
overlap.
- The 연암 상면 caption sits just under the line instead of over the band label.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- ground.ts: G04 when a pile tip is above the 연암 상면 minus 1.0 × D; G05
(info) when layers are entered but there is no 연암 row. No message while
no layers are entered at all.
- ground-model.ts: reads the Python soil.layers as strata rows; the project
file keeps and checks them.
- ② card: a button fills the layer rows from the ground model for the pier.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- types/ground.ts: 위치 (육상·하상·해상), 지하수위 고려 and EL, 지층 행
(name and 하단 EL, from the top down). Checks G01 (layer order), G02 (water
level range), G03 (layer name).
- The 지반고 still feeds the soil cover check; the layer rows and water level
are inputs and do not change the 3D model.
- view/ground-svg.ts: the 삽도 drawn from the inputs and the generated
footings and piles on one EL scale.
- 일괄 적용 copies 위치 and 지하수위 to the checked piers (속성 복사 item,
off by default). Changes list shows arrays and booleans as text.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 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>
- ground-model.ts: read schema 2 terrain_grid (origin, step, nx, ny, z),
checked the same way as the stored project form; schema 1 is still read.
- view/terrain.ts: the grid as a mesh in pier-scene coordinates
(x = E − pivot E, z = −(N − pivot N), y = EL), same as the pier frame.
Cells with a missing corner are not drawn.
- scene.ts: draws the terrain in place of the 60 m plane when the model has a
grid; the camera fits the members, not the terrain.
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>
- ground-model.ts: read and check schema 1 of the Python ground model.
- ② 지반·지층 card: import the json, show the DTM value beside the excel
value, and apply it only when the user presses the button (tracked as an
override, revertible).
- groundEl becomes an editable, tracked input; the project file keeps the
imported model and checks it on open.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The card only checked the minimum spacing. A 12000 mm footing with 5 piles per 열 gives 2650 mm, above the maximum. The card
now marks such a row ("최대 2250 mm를 넘습니다. 본수를 늘리세요") and the alert list gets a warning (P02). Tests check 5 and 6
piles on a 12000 mm footing.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The B-bar counts are computed from the footing dimensions already, so no formula change was needed. Tests check the P1
values, that a wider and longer footing adds B1–B8 bars, and that a 2200 mm height builds rebar and 3D.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The plan has overall dimension lines (length along the top, width at the right) and two chains: along the length, the
distances from the footing edge to the first pile and between piles; across the width, the same for the pile rows. The
chains are read from the pile positions, so they follow the layout.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The side view has dimension lines with 45° ticks: the footing length (mm) above the footing, the footing height h1 at its right,
and the visible pile length (끊음) at its left. The margins are wider (1.5 m) for the labels; the plan uses the same margin so the
two views stay aligned. The old h1 label is replaced by the dimension label.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The dimension labels were 0.28 m, about 6 px on screen. They are 0.5 m now, so the mm values can be read.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The break lines ran across the members at a slant. They are now two short slanted strokes on the column stub and across the
pile group, and the pile label is moved below the break.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Plan and side use the same scale (22 px per m) and share their horizontal extent, so the footing lines up. The side view breaks
the column (3 m above the footing) and the piles (4 m below it) so its height stays near the plan's. The row is three columns
from 1100 px, the side view drops to its own row between 800 and 1100 px, and it stacks below 800 px.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The pile-count card (−/+ and the 20본 total) is on the left and the plan on the right, in one row; the side view is below.
Changing a count is now seen on the plan next to it. The layout stacks below 800 px.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The footing card shows a plan (footing rectangle, pile circles, column, pier axis, mm labels) and an elevation (footing,
piles to their tips, column, h1 and pile length). The drawings are SVG strings built from the model, so they follow the
inputs. θ is noted as not yet applied. Tests check the pile count, the mm labels and the width input.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The footing card takes L, W, h1 (default 2000), the blinding margin on each side (100) and thickness (100). The pile is picked
from the 강관 or PHC list by outer diameter and wall; the inner diameter, area and weight are read from the list. Defaults are
the 1단계 constants, so P1 is unchanged. The model reads them (footing width, height, blinding, pile diameter; the footing
length for grouping). 복합 말뚝 and the rule-pending items stay disabled; the footing rebar is not yet tied to these
inputs (1·2단계 후).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Single-piece lengths such as the B9 and C7 pieces showed long unrounded decimals (2128.1174619702915). They are rounded to
0.1 mm for display and in the Excel rows; the totals are unchanged.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
D is an input on the column card (default 2000 mm). The 3D column, the piles of a cast-in pier and the column rebar follow it;
n_div stays 46. Three checks run on each regenerate and appear in 알림: D below the Level width (2100), D + 2c within the
coping width, and the 주철근 arc spacing ≥ max(1.5·d_b, 40). Spec §5.2 records the rule (approved 2026-10-23).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The drawing has two "S(%)" labels; the first one in the file belonged to another table, so the solplate header was missing.
The header is now the S(%) label with the most solplate column names on its row. The full 운곡교 교각도(2) DXF reads all ten
solplate rows; a test adds a stray label.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The solplate's L (A + margin) runs across the 교각축 직각 and its W (B + margin) along the 교축; the top tapers across L with
T1 at the (−) side (T1 = T + L·|S|/200). The 교량받침 본체 is one box per bearing: the solplate plan less 100 mm on each
side, from the mortar top (EL.X) up h3 = 181 mm, turned with the bearing row. It is shown with the bearing group.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
"도면값 채우기" set only EL.X, h1 and h2, so no solplate was drawn. It now also sets A, B and the solplate slope S from the
reference values. The bearing card warns how many bearings lack A, B or S.
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>
Per bearing: L = A + margin along the 교축 (s), W = B + margin across it; the underside is the bearing top (block top
EL.X + h3); the top tapers from T1 = T + L·|S|/200 at the 시점 side (−s) to T2 = T − L·|S|/200 at the 종점 side, so
T1 + T2 = 2T and the volume is L·W·T. Corners follow the bearing row (rowSkew). Tests cover L, W, T1, T2, the underside,
the volume and the centring. The model and the 3D do not use it yet.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The drawing has other "EL.X" and "NO" labels. The header is now the EL.X label with the most table column names to its right
on the same row; the No header is the NO label on that row. The full 운곡교 교각도(2) DXF reads all ten bearings (EL.X, h1, h2)
without errors. Tests add the distractor labels.
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>
The sheet needs the header names No, EL.X, h1 and h2 (case, spaces, dots and units in parentheses are ignored). Rows are
checked: No must be a unique positive integer, EL.X must be in metres (30–100), h1 and h2 must be positive mm up to 1000.
Any error stops the import with the first messages; a valid sheet fills this pier's drawing values and regenerates the
pier. The parser is pure and tested.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The project has one basis: 엑셀 z (default) or 도면 EL.X. On ②, the bearing card lists EL.X, h1 and h2 for each bearing
(per pier), with a button to fill the reference values. With the drawing basis the model takes the drawing EL.X as the
bearing height; the coping tops stay within the 5 mm tolerance, the front block is 164 mm and the back 139 mm (excluding the
pad). The check compares EL.X − h1 − h2 with the Excel-basis coping top. The basis and the drawing values are saved in the
project file (optional fields). Changes regenerate every pier at once.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
With this definition the drawing's coping top matches the model's coping top to within 1 mm on all ten bearings. The earlier
0.211 m offset came from reading EL.X as the solplate top, which was wrong. The reference table now uses EL.X − h1 − h2,
and the check tests the match.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
On the bearing card, four inputs drive E = h1 + h2 + h3 + h4, L = A + margin, W = B + margin and T1/T2 = T ± L·|S|/2. The
defaults are the drawing values, so every row gives back the drawing values; changed rows are marked. The values are screen
state for now and do not change the model or the project file (Q16 stays open).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
