DESIGN/STEEL/KDS-41-30-2022/DCO : Design Code Option – MIDAS Support

Input URI

{base url} + DESIGN/STEEL/KDS-41-30-2022/DCO

Active Methods

GET,PUT,DELETE

JSON Schema

Details

{
  "type": "object",
  "required": [
    "Assign"
  ],
  "additionalProperties": false,
  "properties": {
    "Assign": {
      "type": "object",
      "description": "Keyed object (dictionary). Each property name is an ID string (e.g., \"1\").",
      "additionalProperties": false,
      "minProperties": 1,
      "patternProperties": {
        "^[0-9]+$": {
          "title": "Steel Design Code",
          "type": "object",
          "required": [
            "DGNCODE"
          ],
          "additionalProperties": false,
          "properties": {
            "DGNCODE": {
              "type": "string",
              "description": "Design Code",
              "enum": [
                "KDS 41 30 : 2022"
              ]
            },
            "LAT_BRACE": {
              "type": "boolean",
              "description": "All Beams/Girders are Laterally Braced",
              "default": false
            },
            "DEFL_CHK": {
              "type": "boolean",
              "description": "Check Beam/Column Deflection",
              "default": true
            },
            "SEISMIC": {
              "type": "boolean",
              "description": "Apply Special Provisions for Seismic Design",
              "default": false
            },
            "COMB_RATIO": {
              "type": "integer",
              "description": "Combined Ratio Method for Circular Section",
              "default": 0,
              "oneOf": [
                {
                  "title": "SRSS (Square root of sum of square)",
                  "const": 0
                },
                {
                  "title": "Linear Sum",
                  "const": 1
                }
              ]
            },
            "SEIS_SYS": {
              "type": "string",
              "description": "Seismic Load Resisting System",
              "enum": [
                "Special Moment Frames",
                "Intermediate Moment Frames",
                "Ordinary Moment Frames",
                "Special Concentrically Braced Frames",
                "Ordinary Concentrically Braced Frames",
                "Eccentrically Braced Frames",
                "Buckling-Restrained Braced Frames",
                "Special Plate Shear Walls"
              ],
              "default": "Special Moment Frames"
            },
            "COL_WEAK": {
              "type": "boolean",
              "description": "Consider strong column-weak beam on last floor",
              "default": true
            },
            "UNDGR_LD": {
              "type": "boolean",
              "description": "Use Under Ground Load Combination Type for Under Ground Members",
              "default": true
            }
          }
        }
      }
    }
  }
}

Request Examples

Example

{
  "Assign": {
    "1": {
      "DGNCODE": "KDS 41 30 : 2022",
      "LAT_BRACE": false,
      "DEFL_CHK": true,
      "SEISMIC": true,
      "COMB_RATIO": 1,
      "SEIS_SYS": "Special Moment Frames",
      "COL_WEAK": true,
      "UNDGR_LD": true
    }
  }
}

Response Examples

Example

{
  "DCO": {
    "1": {
      "DGNCODE": "KDS 41 30 : 2022",
      "LAT_BRACE": false,
      "DEFL_CHK": true,
      "SEISMIC": true,
      "COMB_RATIO": 1,
      "UNDGR_LD": true,
      "SEIS_SYS": "Special Moment Frames",
      "COL_WEAK": true
    }
  }
}

Specifications

Keyed Object Entry

No.	Description				Key	Value Type	Default	Required
Root Object
1	Keyed object (dictionary). Each property name is an ID string (e.g., "1").				"Assign"	object	-	Required

Item (Value Object Schema)

No.	Description	Key	Value Type	Default	Required
General
1	Design Code • KDS 41 30 : 2022: "KDS 41 30 : 2022"	"DGNCODE"	string	-	Required
2	All Beams/Girders are Laterally Braced	"LAT_BRACE"	boolean	`false`	Optional
3	Check Beam/Column Deflection	"DEFL_CHK"	boolean	`true`	Optional
4	Apply Special Provisions for Seismic Design	"SEISMIC"	boolean	`false`	Optional
5	Combined Ratio Method for Circular Section • SRSS (Square root of sum of square): "0" • Linear Sum: "1"	"COMB_RATIO"	integer	`0`	Optional
6	Use Under Ground Load Combination Type for Under Ground Members	"UNDGR_LD"	boolean	`true`	Optional
When "SEISMIC" is true
7	System • Special Moment Frames: "Special Moment Frames" • Intermediate Moment Frames: "Intermediate Moment Frames" • Ordinary Moment Frames: "Ordinary Moment Frames" • Special Concentrically Braced Frames: "Special Concentrically Braced Frames" • Ordinary Concentrically Braced Frames: "Ordinary Concentrically Braced Frames" • Eccentrically Braced Frames: "Eccentrically Braced Frames" • Buckling-Restrained Braced Frames: "Buckling-Restrained Braced Frames" • Special Plate Shear Walls: "Special Plate Shear Walls"	"SEIS_SYS"	string	`"Special Moment Frames"`	Required
8	Consider strong column-weak beam on last floor	"COL_WEAK"	boolean	`true`	Optional