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

{}

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