chore(rebar): Pier_T_rebar 작업 폴더 초기 구성 및 외부 의존 파일 통합
- Code\rebar_pipeline, review_pipeline, pier-program을 정션에서 실제 폴더로 전환 - Code\rhino_mcp 및 CLAUDE_rhino배경.md 추가, .mcp.json은 PYTHONPATH로 새 위치 사용 - pier-program 내부 .git 제거(이력은 backup\pier-program_20261028.bundle에 보관) - worktree 가이드 반영(CLAUDE.local.md, HANDOFF.md) - D:\Rhino-MCP 경로 참조를 새 위치로 치환 Co-Authored-By: Claude Sonnet 5.5 <noreply@anthropic.com>
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"""G3 stage: footing rebar B1-B12 (centreline + pipe solid) from params `footing_rebar`.
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Run inside Rhino 8 via runner (globals PARAMS_PATH) after concrete.py.
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Ported from Code/교각모델링/build_footing_rebar_rhino.py (Ungok P1, model v0.1.09).
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Rules: 설계서 v0.1.06 §6 (HITL F1-F3 approved 2026-10-07). z in params is above the footing bottom.
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`design_length` = schedule original length (a, a+2b, 2(a+b), a+b+c); curve length is measured separately.
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"""
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import json
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import math
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import Rhino
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import Rhino.Geometry as rg
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from Rhino.DocObjects import ObjectAttributes
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from System.Drawing import Color
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P = json.load(open(PARAMS_PATH, encoding="utf-8"))
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doc = __rhino_doc__
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TOL = 0.01
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PID = P["pier_id"]
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FB = P["footing"]["z_bottom"]
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MARK = {m: (v["dia"], v["shape"]) for m, v in P["rebar_marks"].items() if m.startswith("B")}
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DIA = {d: float(d[1:]) for d, _ in MARK.values()} # 'S25' -> 25.0
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CL_RGB = tuple(P["display"]["centreline_colour"])
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FT_RGB = tuple(P["display"]["footing_layer_colour"])
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LEGS = P["footing_rebar"]["legs"]
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def leg(mark):
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"""Signed end-leg length of a footing bar mark (+ up / - down) from params `legs`."""
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v = LEGS[mark]
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n = v.get("leg", v.get("hook"))
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return n if v["dir"].startswith("up") else -n
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def layer(path, color):
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parent = -1
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parts = path.split("::")
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for i in range(1, len(parts) + 1):
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sub = "::".join(parts[:i])
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idx = doc.Layers.FindByFullPath(sub, -1)
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if idx < 0:
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lay = Rhino.DocObjects.Layer()
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lay.Name, lay.Color = parts[i - 1], Color.FromArgb(*color)
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if parent >= 0:
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lay.ParentLayerId = doc.Layers[parent].Id
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idx = doc.Layers.Add(lay)
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parent = idx
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return parent
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def min_r(dia):
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d = DIA[dia]
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return ((2 * d if d <= 16 else 3.5 * d) + d) / 2 # box rule (REBAR_BENDS_20260914)
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def poly(pts, dia):
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pl = rg.PolylineCurve([rg.Point3d(*p) for p in pts])
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if len(pts) < 3:
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return pl
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f = rg.Curve.CreateFilletCornersCurve(pl, min_r(dia), TOL, math.radians(1))
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return f or pl
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def add_bar(curve, mark, occ, design_len, src):
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dia, shape = MARK[mark]
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pipes = rg.Brep.CreatePipe(curve, DIA[dia] / 2, False, rg.PipeCapMode.Flat, False, TOL, math.radians(1))
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if not pipes or not pipes[0].IsSolid:
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raise RuntimeError(f"{mark} {occ}: pipe failed")
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common = dict(mark=mark, dia=dia, shape=shape, occurrence=occ, host=f"{PID}-FT", anchor_hosts="",
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design_length=f"{design_len:.3f}", coupler_length="0.000", src=src)
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for geo, lay, prefix in ((curve, layer(f"{PID}::철근::중심선", CL_RGB), f"{PID}-RC"),
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(pipes[0], layer(f"{PID}::철근::기초::{mark}", FT_RGB), f"{PID}-R")):
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attr = ObjectAttributes()
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attr.LayerIndex = lay
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oid = f"{prefix}-{mark}-{occ}"
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attr.Name = oid
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attr.SetUserString("id", oid)
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for k, v in common.items():
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attr.SetUserString(k, v)
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(doc.Objects.AddBrep if isinstance(geo, rg.Brep) else doc.Objects.AddCurve)(geo, attr)
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def bar_y(x, z, a, end, dz):
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"""Bar along Y (length a) at x, height z; end legs of length dz (+up / -down) or none."""
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h = a / 2
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if not end:
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return [(x, -h, z), (x, h, z)]
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return [(x, -h, z + dz), (x, -h, z), (x, h, z), (x, h, z + dz)]
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def bar_x(y, z, a, end, dz):
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h = a / 2
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if not end:
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return [(-h, y, z), (h, y, z)]
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return [(-h, y, z + dz), (-h, y, z), (h, y, z), (h, y, z + dz)]
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def sched(m):
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row = P["footing_rebar"]["schedule"][m]
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nums = [float(t) for t in row[3:] if t.replace(".", "", 1).isdigit()]
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return row, nums
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def mm(v):
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return v * 1000 if v < 100 else v
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def main():
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for o in list(doc.Objects):
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oid = o.Attributes.GetUserString("id") or ""
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if oid.startswith((f"{PID}-R-B", f"{PID}-RC-B")):
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doc.Objects.Delete(o, True)
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fr = P["footing_rebar"]
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L = fr["layers"]
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n = 0
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a_y, a_x = fr["a_y"], fr["a_x"] # D3 a of Y-bars (B1-B4, B12) / X-bars (B5-B8, B11)
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# bottom layer 1 (Y): B2 U (legs up) at the outermost positions and alternate from the next; B4 straight
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pos = L["bottom_Y1"]["pos"]
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edge = max(abs(x) for x in pos)
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inner = [x for x in pos if abs(x) != edge]
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for i, x in enumerate(pos):
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mark = "B2" if abs(x) == edge or inner.index(x) % 2 == 0 else "B4"
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z = FB + L["bottom_Y1"]["z"]
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if mark == "B2":
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c, dl = poly(bar_y(x, z, a_y, True, leg("B2")), MARK["B2"][0]), a_y + 2 * abs(leg("B2"))
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else:
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c, dl = poly(bar_y(x, z, a_y, False, 0), MARK["B4"][0]), a_y
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add_bar(c, mark, f"x{x:+.0f}", dl, "D1 정면도 하면 점 z122 / D1·D2 '70@125=8.750'")
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n += 1
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pos = L["bottom_X2"]["pos"]
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edge = max(abs(y) for y in pos)
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inner = [y for y in pos if abs(y) != edge]
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for y in pos:
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mark = "B6" if abs(y) == edge or inner.index(y) % 2 == 0 else "B8"
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z = FB + L["bottom_X2"]["z"]
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if mark == "B6":
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c, dl = poly(bar_x(y, z, a_x, True, leg("B6")), MARK["B6"][0]), a_x + 2 * abs(leg("B6"))
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else:
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c, dl = poly(bar_x(y, z, a_x, False, 0), MARK["B8"][0]), a_x
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add_bar(c, mark, f"y{y:+.0f}", dl, "D1 단면도 하면 점 z178 / D1 '58@125=7.250'")
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n += 1
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for key, mark, axis, a in (("bottom_Y3", "B3", "Y", a_y), ("bottom_X4", "B7", "X", a_x),
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("top_Y", "B1", "Y", a_y), ("top_X", "B5", "X", a_x)):
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z, dz, dia = FB + L[key]["z"], leg(mark), MARK[mark][0]
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for v in L[key]["pos"]:
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pts = bar_y(v, z, a, True, dz) if axis == "Y" else bar_x(v, z, a, True, dz)
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add_bar(poly(pts, dia), mark, f"{axis.lower()}{v:+.0f}", a + 2 * abs(dz),
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f"D1 {'정면도' if axis == 'Y' else '단면도'} 점 z{L[key]['z']}")
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n += 1
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for key, mark, axis, a in (("mid_X", "B11", "X", a_x), ("mid_Y", "B12", "Y", a_y)):
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for zs, vs in L[key]["levels"].items():
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z = FB + float(zs)
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dz = leg(mark)
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for v in vs:
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pts = bar_y(v, z, a, True, dz) if axis == "Y" else bar_x(v, z, a, True, dz)
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add_bar(poly(pts, MARK[mark][0]), mark, f"z{float(zs):.0f}{axis.lower()}{v:+.0f}", a + 2 * abs(dz),
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f"D1 {'정면도' if axis == 'Y' else '단면도'} 중앙 점 z{zs}")
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n += 1
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b10 = fr["b10"]
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hx, hy = b10["size_x"] / 2, b10["size_y"] / 2
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for k, zs in enumerate(b10["levels"]):
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z = FB + zs
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pts = [(-hx, 0, z), (-hx, -hy, z), (hx, -hy, z), (hx, hy, z), (-hx, hy, z), (-hx, 0.0, z)]
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c = poly(pts, MARK["B10"][0])
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add_bar(c, "B10", f"z{zs}", 2 * (b10["size_x"] + b10["size_y"]),
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"D1 정면도 '150','9@200'; D3 B10 9.198x7.644 (closed, start/end at -X mid side)")
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n += 1
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b9 = fr["b9"]
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rc = b9["c"] / math.pi # 180-degree hook developed length = c
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for i, x in enumerate(b9["grid_x"]):
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for j, y in enumerate(b9["grid_y"]):
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if (i + j) % 2 != b9["checker_parity"]:
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continue
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z0, z1 = FB + b9["z0"], FB + b9["z0"] + b9["a"]
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base = poly([(x + b9["b"], y, z0), (x, y, z0), (x, y, z1)], MARK["B9"][0])
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top = rg.ArcCurve(rg.Arc(rg.Point3d(x, y, z1), rg.Point3d(x + rc, y, z1 + rc),
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rg.Point3d(x + 2 * rc, y, z1)))
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c = rg.Curve.JoinCurves([base, top], TOL)[0]
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add_bar(c, "B9", f"x{x:+.0f}y{y:+.0f}", b9["a"] + b9["b"] + b9["c"],
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"D1 EREC grid @250 checker (i+j even) [추론]; count 493 [역산]")
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n += 1
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doc.Views.Redraw()
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print(json.dumps({"footing_bars": n}))
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main()
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