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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ahnyongjooandClaude Sonnet 5.5 committed 2026-10-28 11:20:18 +09:00
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"""G5 gate checker: bridge bearings (BB) and sole plates (SP), check C11, inside Rhino 8.
Globals: __rhino_doc__, EXPECTED_PATH, RESULT_PATH. Expected values from EXPECTED_PATH section G5 (D2 ELEVATION
TABLE, 솔플레이트 상세 TABLE, user rules); orientation is compared with the modelled h2 pads (BP).
Generator params are not read. Ported from Code/교각모델링/verify_bearing_plates.py (same checks and order).
"""
import json
import math
import os
import sys
import Rhino.Geometry as rg
from Rhino.DocObjects import ObjectColorSource
sys.path.insert(0, os.path.dirname(__file__))
from _common import all_objects, load_expected # noqa: E402
doc = __rhino_doc__
X = load_expected(EXPECTED_PATH)
PID, G = X["pier_id"], X["G5"]
ELX = {int(k): v for k, v in G["el_x"].items()}
S = {int(k): v for k, v in G["S"].items()}
W = {int(k): v for k, v in G["W"].items()}
L, T, H3, SHRINK = G["L"], G["T"], G["h3"], G.get("bearing_shrink")
# per-bearing values (Ulsan 2026-10-13): L / T / h3 may be {no: value}; bearing_size {no: [along, across]} replaces
# the (L-shrink) x (W-shrink) rule; thick_end "-Y" (Ungok, default) or "+Y"
per = lambda v, no: v[str(no)] if isinstance(v, dict) else v
BSIZE = {int(k): v for k, v in G.get("bearing_size", {}).items()}
THICK = G.get("thick_end", "-Y")
COL_B, COL_S = tuple(G["colours"]["bearing"]), tuple(G["colours"]["sole_plate"])
results = []
def check(item, exp, act, tol=1.0):
results.append(dict(check="C11", item=item, expected=round(exp, 4), actual=round(act, 4),
diff=round(act - exp, 4), tol=tol, result="PASS" if abs(act - exp) <= tol else "FAIL"))
def flag(item, ok, detail=""):
results.append(dict(check="C11", item=item, detail=detail, result="PASS" if ok else "FAIL"))
def edges_xy(brep, top=False):
"""Return horizontal edge vectors of the lowest (or highest) face (4 edges). Pads use the top face: their bottom
may follow a sloped pedestal top (Okseong P1, 2026-10-14)."""
zref = (max if top else min)(v.Location.Z for v in brep.Vertices)
out = []
for e in brep.Edges:
a, b = e.PointAtStart, e.PointAtEnd
if abs(a.Z - zref) < 0.01 and abs(b.Z - zref) < 0.01 and a.DistanceTo(b) > 1:
out.append(b - a)
return out
def split_axes(vecs):
"""Bridge-axis (along) edge = within 45 deg of +Y; the other is across. Not by length (W > L occurs)."""
along = [v for v in vecs if abs(v.Y) > abs(v.X)]
across = [v for v in vecs if abs(v.Y) <= abs(v.X)]
return along[0], across[0]
def axis_deg(vec):
"""Angle of a plan vector from +Y, clockwise positive, folded to [-90, 90)."""
a = math.degrees(math.atan2(vec.X, vec.Y))
while a >= 90:
a -= 180
while a < -90:
a += 180
return a
def main():
objs = all_objects(doc)
by = lambda p: {int(o.Attributes.GetUserString("id")[len(p):]): o for o in objs
if (o.Attributes.GetUserString("id") or "").startswith(p)}
bb, sp, pad = by(f"{PID}-BB"), by(f"{PID}-SP"), by(f"{PID}-BP")
n = len(ELX)
check("bearing count", n, len(bb), tol=0)
check("sole plate count", n, len(sp), tol=0)
flag(f"all {2 * n} closed solids", all(o.Geometry.IsSolid for o in list(bb.values()) + list(sp.values())))
for no in sorted(ELX):
gb, gs, gp = bb[no].Geometry, sp[no].Geometry, pad[no].Geometry
bx, sx = gb.GetBoundingBox(True), gs.GetBoundingBox(True)
check(f"NO.{no} bearing bottom = EL.'X'", ELX[no], bx.Min.Z)
check(f"NO.{no} bearing height h3", per(H3, no), bx.Max.Z - bx.Min.Z, tol=0.01)
ab, cb_ = split_axes(edges_xy(gb))
if no in BSIZE:
check(f"NO.{no} bearing across (B)", BSIZE[no][1], cb_.Length, tol=0.5)
check(f"NO.{no} bearing along (A)", BSIZE[no][0], ab.Length, tol=0.5)
else:
check(f"NO.{no} bearing across (W-{SHRINK})", W[no] - SHRINK, cb_.Length, tol=0.5)
check(f"NO.{no} bearing along (L-{SHRINK})", per(L, no) - SHRINK, ab.Length, tol=0.5)
as_, cs_ = split_axes(edges_xy(gs))
check(f"NO.{no} sole plate across W", W[no], cs_.Length, tol=0.5)
check(f"NO.{no} sole plate along L", per(L, no), as_.Length, tol=0.5)
check(f"NO.{no} sole plate bottom = bearing top", bx.Max.Z, sx.Min.Z, tol=0.01)
long_b, long_s, long_p = ab, as_, split_axes(edges_xy(gp, top=True))[0]
pc = gp.GetBoundingBox(True).Center
for nm, g in (("bearing", gb), ("sole plate", gs)):
c = g.GetBoundingBox(True).Center
check(f"NO.{no} {nm} plan centre offset from pad (mm)", 0, math.hypot(c.X - pc.X, c.Y - pc.Y), tol=1.0)
check(f"NO.{no} bearing axis vs pad (deg)", axis_deg(long_p), axis_deg(long_b), tol=0.01)
check(f"NO.{no} sole plate axis vs pad (deg)", axis_deg(long_p), axis_deg(long_s), tol=0.01)
top = [v.Location for v in gs.Vertices if v.Location.Z > sx.Min.Z + 1]
ua = rg.Vector3d(long_s.X, long_s.Y, 0)
ua.Unitize()
if ua.Y < 0:
ua = -ua # along points to +Y
c = rg.Point3d(sum(p.X for p in top) / 4, sum(p.Y for p in top) / 4, 0)
proj = [((p - c) * ua, p.Z) for p in top]
lo = [z for s_, z in proj if s_ < 0]
hi = [z for s_, z in proj if s_ > 0]
slope = (sum(hi) / len(hi) - sum(lo) / len(lo)) / per(L, no) * 100
check(f"NO.{no} sole plate slope S (%) along +Y-ward axis", S[no], slope, tol=0.01)
check(f"NO.{no} sole plate centre thickness T", per(T, no), sum(z for _, z in proj) / 4 - sx.Min.Z, tol=0.01)
flag(f"NO.{no} thick end at {THICK}", sum(lo) > sum(hi) if THICK == "-Y" else sum(hi) > sum(lo))
pairs = sorted(proj)
check(f"NO.{no} no transverse slope", 0, max(abs(pairs[0][1] - pairs[1][1]), abs(pairs[2][1] - pairs[3][1])),
tol=0.01)
for a, b2, name in ((gb, gp, "bearing-pad"), (gb, gs, "bearing-sole plate")):
r = rg.Brep.CreateBooleanIntersection(a, b2, 0.01)
v = sum(rg.VolumeMassProperties.Compute(x).Volume for x in r) if r else 0.0
check(f"NO.{no} overlap {name} (mm3)", 0, v, tol=1.0)
cb, cs = bb[no].Attributes, sp[no].Attributes
rgb = lambda a: (a.ObjectColor.R, a.ObjectColor.G, a.ObjectColor.B)
flag(f"NO.{no} colours (bearing {COL_B}, sole plate {COL_S})",
cb.ColorSource == ObjectColorSource.ColorFromObject and rgb(cb) == COL_B
and cs.ColorSource == ObjectColorSource.ColorFromObject and rgb(cs) == COL_S)
summ = dict(total=len(results), passed=sum(r["result"] == "PASS" for r in results),
failed=sum(r["result"] == "FAIL" for r in results))
json.dump(dict(summary=summ, results=results), open(RESULT_PATH, "w", encoding="utf-8"), ensure_ascii=False, indent=1)
print(json.dumps(summ))
main()