{
  "schemaVersion": "1.0",
  "module": "UBC",
  "contentVersion": "legacy-e619f6b1db68",
  "supportLevel": "legacy-bootstrap",
  "title": {
    "de": "UBC - UBC-e",
    "en": "UBC - UBC-e"
  },
  "summary": {
    "de": "Bestehende LVS-Modulhilfe. Variablen und Bedienregeln müssen vor Änderungen mit dem aktuellen MCP-Laufzeitzustand abgeglichen werden.",
    "en": "Existing LVS module help. Variables and operating rules must be reconciled with current MCP runtime state before making changes."
  },
  "humanHelp": {
    "de": "/output/UBC/index_de.html",
    "en": "/output/UBC/index_en.html"
  },
  "knowledgeBase": null,
  "helpTopics": [
    {
      "language": "en",
      "title": "UBC - UBC-e",
      "url": "/output/UBC/UBC-e_en.html",
      "excerpt": "UBC - UBC-e DE UBC UBC-e Contents UBC-e On this page Tower Geometry Variable 5 – Pressure factor Variable 7 – Importance factor Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variables Variable 5 – Pressure factor Variable 7 – Importance factor Variable 10 – Wind velocity Variable 33 – Seismic Factor Z UBC-e Tower Geometry Variables Variable 5 – Pressure factor TABLE 16-H—PRESSURE COEFFICIENTS (Cq) STRUCTURE OR PART THEREOF DESCRIPTION Cq FACTOR 1. Primary frames and Systems Method 1 (Normal force method) Walls: Windward wall Leeward wall Roofs 1 : Wind perpendicular to ridge Leeward roof or flat roof Windward roof less than 2:12 (16.7%) Slope 2:12 (16.7%) to less than 9:12 (75%) Slope 9:12 (75%) to 12:12 (100%) Slope > 12: 12 (100%) Wind parallel to ridge and flat roofs 0.8 inward 0.5 outward 0.7 outward 0.7 outward 0.9 outward or 0.3 inward 0.4 inward 0.7 inward 0.7 outward Method 2 (Projected area method) On vertical projected area Structures 40 feet (12 192 mm) or less in height Structures over 40 feet ( 12 192 mm) in height On horizontal projected area 1 1.3 horizontal any direction 1.4 horizontal any direction 0.7 upward 2. Elements and components not in areas of discontinuity 2 Wall elements All structures Enclosed and unenclosed structures Partially enclosed structures Parapets walls 1.2 inward 1.2 outward 1.6 outward 1.3 inward or outward Roof elements 3 Enclosed and unenclosed structures Slope < 7:12 (58.3%) Slope 7:12 (58.3%) to 12:12 (100%) Partially e"
    },
    {
      "language": "en",
      "title": "UBC",
      "url": "/output/UBC/UBC_en.html",
      "excerpt": "UBC DE UBC Contents UBC On this page Tower Geometry Variable 5 – Pressure factor Variable 7 – Importance factor Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variables Variable 5 – Pressure factor Variable 7 – Importance factor Variable 10 – Wind velocity Variable 33 – Seismic Factor Z UBC Tower Geometry Variables Variable 5 – Pressure factor TABLE 16-H—PRESSURE COEFFICIENTS (C q ) STRUCTURE OR PART THEREOF DESCRIPTION Cq FACTOR 1. Primary frames and Systems Method 1 (Normal force method) Walls: Windward wall Leeward wall Roofs 1 : Wind perpendicular to ridge Leeward roof or flat roof Windward roof less than 2:12 (16.7%) Slope 2:12 (16.7%) to less than 9:12 (75%) Slope 9:12 (75%) to 12:12 (100%) Slope > 12: 12 (100%) Wind parallel to ridge and flat roofs 0.8 inward 0.5 outward 0.7 outward 0.7 outward 0.9 outward or 0.3 inward 0.4 inward 0.7 inward 0.7 outward Method 2 (Projected area method) On vertical projected area Structures 40 feet (12 192 mm) or less in height Structures over 40 feet ( 12 192 mm) in height On horizontal projected area 1 1.3 horizontal any direction 1.4 horizontal any direction 0.7 upward 2. Elements and components not in areas of discontinuity 2 Wall elements All structures Enclosed and unenclosed structures Partially enclosed structures Parapets walls 1.2 inward 1.2 outward 1.6 outward 1.3 inward or outward Roof elements 3 Enclosed and unenclosed structures Slope < 7:12 (58.3%) Slope 7:12 (58.3%) to 12:12 (100%) Partially enclosed structur"
    }
  ],
  "variables": [
    {
      "varNr": 5,
      "semanticStatus": "legacy-help-only",
      "label": {
        "de": "UBC - Variable 5 – Pressure factor",
        "en": "UBC - Variable 5 – Pressure factor"
      },
      "description": {
        "de": "UBC - Variable 5 – Pressure factor UBC Variable 5 – Pressure factor Navigation Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 5 – Pressure factor Variable 5 – Pressure factor TABLE 16-H—PRESSURE COEFFICIENTS (C q ) STRUCTURE OR PART THEREOF DESCRIPTION Cq FACTOR 1. Primary frames and Systems Method 1 (Normal force method) Walls: Windward wall Leeward wall Roofs 1 : Wind perpendicular to ridge Leeward roof or flat roof Windward roof less than 2:12 (16.7%) Slope 2:12 (16.7%) to less than 9:12 (75%) Slope 9:12 (75%) to 12:12 (100%) Slope > 12: 12 (100%) Wind parallel to ridge and flat roofs 0.8 inward 0.5 outward 0.7 outward 0.7 outward 0.9 outward or 0.3 inward 0.4 inward 0.7 inward 0.7 outward Method 2 (Projected area method) On vertical projected area Structures 40 feet (12 192 mm) or less in height Structures over 40 feet ( 12 192 mm) in height On horizontal projected area 1 1.3 horizontal any direction 1.4 horizontal any direction 0.7 upward 2. Elements and components not in areas of discontinuity 2 Wall elements All structures Encl",
        "en": "UBC - Variable 5 – Pressure factor UBC Variable 5 – Pressure factor Contents Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 5 – Pressure factor Variable 5 – Pressure factor TABLE 16-H—PRESSURE COEFFICIENTS (Cq) STRUCTURE OR PART THEREOF DESCRIPTION Cq FACTOR 1. Primary frames and Systems Method 1 (Normal force method) Walls: Windward wall Leeward wall Roofs 1 : Wind perpendicular to ridge Leeward roof or flat roof Windward roof less than 2:12 (16.7%) Slope 2:12 (16.7%) to less than 9:12 (75%) Slope 9:12 (75%) to 12:12 (100%) Slope > 12: 12 (100%) Wind parallel to ridge and flat roofs 0.8 inward 0.5 outward 0.7 outward 0.7 outward 0.9 outward or 0.3 inward 0.4 inward 0.7 inward 0.7 outward Method 2 (Projected area method) On vertical projected area Structures 40 feet (12 192 mm) or less in height Structures over 40 feet ( 12 192 mm) in height On horizontal projected area 1 1.3 horizontal any direction 1.4 horizontal any direction 0.7 upward 2. Elements and components not in areas of discontinuity 2 Wall elements All structures Enclosed"
      },
      "help": {
        "de": [
          "/output/UBC/varhelp/variable5pressurefactor_de.html"
        ],
        "en": [
          "/output/UBC/varhelp/variable5pressurefactor_en.html"
        ]
      }
    },
    {
      "varNr": 7,
      "semanticStatus": "legacy-help-only",
      "label": {
        "de": "UBC - Variable 7 – Importance factor",
        "en": "UBC - Variable 7 – Importance factor"
      },
      "description": {
        "de": "UBC - Variable 7 – Importance factor UBC Variable 7 – Importance factor Navigation Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 7 – Importance factor Variable 7 – Importance factor TABLE 16-K—OCCUPANCY CATEGORY OCCUPANCY CATEGORY OCCUPANCY OR FUNCTIONS OF STRUCTURE IMPORTANCE FACTOR SE1SMIC I SEISMIC Ip WIND Iw l. Essential facilities 2 Group I, Division 1 Occupancies having surgery and emergency treatment areas Fire and police stations Garages and shelters for emergency vehicles and emergency aircraft Structures and shelters in emergency-preparedness Centers Aviation control towers Structures and equipment in government communication centers and other facilities required for emergency response Standby power-generating equipment for Category 1 facilities Tanks or other structures containing housing or supporting water or other fire-suppression material or equipment required for the protection of Category 1, 2 or 3 structures 1.25 1.50 1.15 2. Hazardous facilities Group H, Divisions 1, 2, 6 and 7 Occupancies and structures therein ho",
        "en": "UBC - Variable 7 – Importance factor UBC Variable 7 – Importance factor Contents Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 7 – Importance factor Variable 7 – Importance factor TABLE 16-K—OCCUPANCY CATEGORY OCCUPANCY CATEGORY OCCUPANCY OR FUNCTIONS OF STRUCTURE IMPORTANCE FACTOR SE1SMIC I SEISMIC Ip WIND Iw l. Essential facilities 2 Group I, Division 1 Occupancies having surgery and emergency treatment areas Fire and police stations Garages and shelters for emergency vehicles and emergency aircraft Structures and shelters in emergency-preparedness Centers Aviation control towers Structures and equipment in government communication centers and other facilities required for emergency response Standby power-generating equipment for Category 1 facilities Tanks or other structures containing housing or supporting water or other fire-suppression material or equipment required for the protection of Category 1, 2 or 3 structures 1.25 1.50 1.15 2. Hazardous facilities Group H, Divisions 1, 2, 6 and 7 Occupancies and structures therein hous"
      },
      "help": {
        "de": [
          "/output/UBC/varhelp/variable7importancefactor_de.html"
        ],
        "en": [
          "/output/UBC/varhelp/variable7importancefactor_en.html"
        ]
      }
    },
    {
      "varNr": 10,
      "semanticStatus": "legacy-help-only",
      "label": {
        "de": "UBC - Variable 10 – Wind velocity",
        "en": "UBC - Variable 10 – Wind velocity"
      },
      "description": {
        "de": "UBC - Variable 10 – Wind velocity UBC Variable 10 – Wind velocity Navigation Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 10 – Wind velocity Variable 10 – Wind velocity MINIMUM BASIC WIND SPEEDS FIGURE 16-1—MINIMUM BASIC WIND SPEEDS IN MILES PER HOUR (x 1.61 for km/h)",
        "en": "UBC - Variable 10 – Wind velocity UBC Variable 10 – Wind velocity Contents Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 10 – Wind velocity Variable 10 – Wind velocity MINIMUM BASIC WIND SPEEDS FIGURE 16-1—MINIMUM BASIC WIND SPEEDS IN MILES PER HOUR (x 1.61 for km/h)"
      },
      "help": {
        "de": [
          "/output/UBC/varhelp/variable10windvelocity_de.html"
        ],
        "en": [
          "/output/UBC/varhelp/variable10windvelocity_en.html"
        ]
      }
    },
    {
      "varNr": 33,
      "semanticStatus": "legacy-help-only",
      "label": {
        "de": "UBC - Variable 33 – Seismic Factor Z",
        "en": "UBC - Variable 33 – Seismic Factor Z"
      },
      "description": {
        "de": "UBC - Variable 33 – Seismic Factor Z UBC Variable 33 – Seismic Factor Z Navigation Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 33 – Seismic Factor Z Variable 33 – Seismic Factor Z SEISMIC ZONE MAP OF THE UNITED STATES FIGURE 16-2 — SEISMIC ZONE MAP OF THE UNITED STATES For areas outside of the United States, see Appendix Chapter 16.",
        "en": "UBC - Variable 33 – Seismic Factor Z UBC Variable 33 – Seismic Factor Z Contents Engineering Your Best Tower Geometry Variable 10 – Wind velocity Variable 33 – Seismic Factor Z Variable 5 – Pressure factor Variable 7 – Importance factor Variables Engineering Your Best Variable 33 – Seismic Factor Z Variable 33 – Seismic Factor Z SEISMIC ZONE MAP OF THE UNITED STATES FIGURE 16-2—SEISMIC ZONE MAP OF THE UNITED STATES For areas outside of the United States, see Appendix Chapter 16."
      },
      "help": {
        "de": [
          "/output/UBC/varhelp/variable33seismicfactorz_de.html"
        ],
        "en": [
          "/output/UBC/varhelp/variable33seismicfactorz_en.html"
        ]
      }
    }
  ],
  "mcp": {
    "readBeforeUse": true,
    "workflow": [
      "Read this context and the human module help.",
      "Inspect the live module definition and current values through MCP.",
      "Resolve materials through the material workflow when material selectors are present.",
      "Set only runtime-confirmed input variables; never infer writable state from a legacy help filename.",
      "Calculate, inspect validation messages and read back governing results."
    ],
    "limitations": [
      "This bootstrap context preserves the complete legacy help but does not yet contain a curated semantic variable contract.",
      "Runtime MCP metadata is authoritative when it differs from this legacy snapshot."
    ]
  },
  "migration": {
    "curated": false,
    "target": "Create content/modules/<MODULE>/module.json and bilingual HTML fragments using B1 as the reference.",
    "sourceRepository": "lvs",
    "sourceCommit": "e619f6b1db68045fa49935d6f5f807b9acd1bc1d",
    "catalogConfigurations": [
      {
        "configId": "",
        "displayName": "UBC",
        "designType": null,
        "defaultBauform": null
      }
    ]
  }
}