- view/column-elevation-svg.ts: 기둥 정면 SVG. 띠철근 P3·P5·P4·P6, 주철근 P1·P2, 커플러를 계산 결과 그대로 그림
- 번호는 P1–P6 (승인), 간섭(B11–P4)은 표시하지 않음 (검토 제외)
- 단부 배치구간 l_e = max(l_e,min, n·s + s/2)와 기초 안 깊이(0.5·H_f → m4·s)는 기존 계산값을 그림과 캡션에 표시
- 기둥 입력 라벨 K → P 번호
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 기본 '이음 무시' (사양 결정). '반영'이면 정척(12000) 초과 철근을 l_s 겹침 2조각으로 나눔
- 위치: 기둥 중심 = 전체의 절반, 단부 = 정척 안에서 가장 끝 쪽 (짧은 조각 = 전체 + l_s − 12000, 긴 조각 = 12000)
- 철근표 조각 목록과 비고, 3D 두 조각(l_s 겹침)에 반영
- STANDARD_BAR를 common.ts로 옮겨 순환 import 방지
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 단마다 양끝이 안으로 들어가는 양을 2d에서 d로 변경
- 상면 단 길이 12744 / 12686.8 / 12629.6 (기존 12744 / 12629.6 / 12515.2)
- 3D 상면 주철근의 굽힘 시작점도 같은 값을 쓴다
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 세로 단 간격은 입력(기본 100, 범위 80–120)으로 상면 C1–C6, C14 상면, 기둥 C3 높이에 쓴다
- 가로 단 간격은 2d(H29, 57.2 mm)로 고정 (코핑철근.md의 s_lay 하나를 둘로 나눔)
- P1 기준 값 갱신: 상면 높이 43.284 / 43.184 / 43.084, C14 상면 43.208 / 43.108, P1 위 끝 zTop1 14776
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- core/rebar/coping-settings.ts: 입력 정의, 기본값(코핑철근.md), 범위(코핑_입력범위_제안.md), 검사 함수
- 다리 수는 4·6·8 목록으로 두고 홀수는 CP02로 막음
- 값은 적용 버튼을 누를 때만 draft에 쓰고 다시 생성 (범위 밖이면 반영하지 않음)
- PierInput.copingRebar, 모델 copingRebar, 변경 추적 키 추가
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The station input is removed. The section shows the 단부 (first shear
station, from the 3D bar records) and the first column centre, side by side.
- The 상면 간격 label is removed.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Other bars (C9–C11, C14–C16) are left out of the section; bubbles only for C1–6, C7·8, C12·13.
- The top-row chain carries the label 상면 간격.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Top row (C1–C8) spacing along the 교축 from chainDims, between the coping's
two long edges (±B/2).
- Side rows (C12·C13) along the EL, from the coping top EL down to the lowest
side bar.
- One bubble per bar group cut at the station, with a leader to its bars.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The chain is computed from the column centre (0) and is now drawn at the
column's position on the coping (x = column s), so the 0 sits on the column.
- P1: the 10@1000 span runs from 1000 to 11000 mm, centred on the column at 6000 mm.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The two chains are raised and their labels enlarged (220 mm).
- 코핑 길이 sits above both chains; 기둥 중심 has its own line between them.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- chainDims groups the repeated gaps (n@pitch = total) and writes a single gap as its length.
- Top chain: the 전단·띠 stations (C9 @250, C10 @300) from the coping ends.
- Lower chain: the upper C14 bars measured from the column centre (0), so
the 10@1000 span starts at the column centre.
- Stations are the lowest s of their pieces; pieces within 160 mm are one station.
- P1 gives the 시안 values: 300 · 18@250=4500 · 8@300=2400 · 18@250=4500 · 300 and
900 · 10@1000=10000 · 900.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The column-centre line 900 · 10@1000=10000 (기둥 중심부터) · 900, from the
design values, under the first dimension.
- A legend of the bar groups and their colours under the drawing.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Nine bubbles (C1–6, C12·13, C9, C10, C11, C7·8, C14, C15, C16), each with a
leader to the middle of its bars.
- The top dimension 300 · 18@250=4500 · 8@300=2400 · 18@250=4500 · 300, drawn
only when it adds up to the coping length.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The coping section listed every piece of a bar as its own crossing, so the
same spot and name were drawn many times. Each spot is drawn once and each
bar name is written once.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- rebar3d records every bar (name, stretch, local points, diameter) next to its
mesh, so the 2D drawings use the same data as the 3D view.
- view/coping-rebar-svg.ts: the 정면 (along the coping length, EL vertical) and
the 단면·폐합 at a chosen station (the bars crossing it, C9–C11 loops included).
- ③ coping tab: 정면 / 단면·폐합 toggle and the station input.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The front block's S1 layout goes on the left and the back block's on the right,
so the text no longer falls into the gap between the two blocks.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The S2 layout along the 교축 (below the block), the S1 layout along the 교각축
(beside it), and the block width, in the same form as the C–C section.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- view/block-rebar-plan-svg.ts: the selected pair from above — S2 lines along the
교각축 (spaced at S2 across the 교축), S1 lines along the 교축 (spaced at S1),
each end a dot (leg); the bar sets carry the row numbers only (S1, S2).
- The ③ card switches between the C–C section and the plan.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 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>
- 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>
- 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>
- 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 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>
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>
