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>

Code/운곡교P2판독/extract_r5.py

@@ -0,0 +1,60 @@
+"""R5 (bridge bearings + sole plates) reading of the Ungok P2 drawings -> params.sole_plates / expected.G5.
+
+D2 솔플레이트 상세 TABLE (NO., S(%), L, W, T, T1, T2) and ELEVATION TABLE (EL.'X', h3) via the app table reader.
+P2: h3 165 (P1 181); W 640 / 750 (NO.3, 8) = B + 100 (B 540 / 650); L 800 = A + 100.
+Rules reused from P1 (user 2026-10-08): bearing = (L-100) x (W-100) black box of height h3 on the pad top;
+slope S along the pad axis only, thick end at -Y [HITL P1, not re-confirmed for P2].
+"""
+import json
+import shutil
+import sys
+import time
+from pathlib import Path
+
+HERE = Path(__file__).resolve().parent
+APP = HERE.parent / "교각모델링앱"
+PIER = APP / "data" / "운곡교p2"
+sys.path.insert(0, str(HERE))
+from extract_r1 import table  # noqa: E402
+
+
+def main():
+    el, sp = table()
+    P = json.loads((PIER / "params.json").read_text(encoding="utf-8"))
+    E = json.loads((PIER / "expected.json").read_text(encoding="utf-8"))
+    stamp = time.strftime("%Y%m%d_%H%M%S")
+    for f in ("params.json", "expected.json"):
+        shutil.copy2(PIER / f, PIER / "backup" / f"{Path(f).stem}_before_R5_{stamp}.json")
+    h3 = {int(r["h3"]) for r in el.values()}
+    assert len(h3) == 1, h3
+    h3 = h3.pop()
+    rows, checks = [], []
+    for no, r in sorted(sp.items()):
+        row = {"no": no, "S": float(r["S(%)"]), "L": int(r["L"]), "W": int(r["W"]), "T": int(r["T"]),
+               "T1": int(r["T1"]), "T2": int(r["T2"])}
+        rows.append(row)
+        A, B = int(el[no]["A"]), int(el[no]["B"])
+        half = row["S"] / 100 * row["L"] / 2
+        checks.append({"no": no, "L_eq_A100": row["L"] == A + 100, "W_eq_B100": row["W"] == B + 100,
+                       "end_thick": [round(row["T"] - half, 2), round(row["T"] + half, 2)], "T1T2": [row["T1"], row["T2"]]})
+    s = P["sole_plates"]
+    s.update({"table": rows, "h3": h3, "checks": checks,
+              "bearing_height": f"h3 (D2 ELEVATION TABLE, {h3})",
+              "src": "D2 솔플레이트 상세 TABLE (NO., S(%), L, W, T, T1, T2); ELEVATION TABLE h3; 규칙 = P1 사용자 지시(2026-10-08)"})
+    E["G5"] = {
+        "el_x": {str(n): round(float(r["EL.'X'"]) * 1000) for n, r in el.items()},
+        "S": {str(r["no"]): r["S"] for r in rows},
+        "W": {str(r["no"]): r["W"] for r in rows},
+        "L": rows[0]["L"], "T": rows[0]["T"], "h3": h3, "bearing_shrink": 100,
+        "colours": {"bearing": [0, 0, 0], "sole_plate": [150, 150, 150]},
+        "src": "D2 ELEVATION TABLE (EL.'X', h3), 솔플레이트 상세 TABLE (S, L, W, T); (L-100)x(W-100)·색 = P1 사용자 지시 준용",
+    }
+    assert len({r["L"] for r in rows}) == 1 and len({r["T"] for r in rows}) == 1
+    P["_meta"]["status"] = "R1~R5 판독 2026-10-12 (Agent 초안, 사용자 확정 전)"
+    (PIER / "params.json").write_text(json.dumps(P, ensure_ascii=False, indent=1), encoding="utf-8")
+    (PIER / "expected.json").write_text(json.dumps(E, ensure_ascii=False, indent=1), encoding="utf-8")
+    print("h3", h3, "checks", [(c["no"], c["L_eq_A100"], c["W_eq_B100"], c["end_thick"]) for c in checks])
+
+
+if __name__ == "__main__":
+    main()