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JSON Manual Created Edited

Composite Section for C.S. (Self-Constraint Force and Stress) - Analysis Result Table

Input URI

{base url} + post/TABLE



Active Methods

POST



JSON Schema

Details

{
    "TABLE": {
        "$schema": "http://json-schema.org/draft-07/schema#",
        "title": "CompositeSectionforC.S.-Self-ConstraintForceandStress",
        "type": "object",
        "properties": {
            "Argument": {
                "type": "object",
                "properties": {
                    "TABLE_NAME": {
                        "type": "string",
                        "description": "ResponseTableTitle"
                    },
                    "TABLE_TYPE": {
                        "type": "string",
                        "description": "ResultTableType",
                        "enum": [
                            "SELF_CONST_BEAM_FORCE",
                            "SELF_CONST_BEAM_STRESS"
                        ]
                    },
                    "EXPORT_PATH": {
                        "type": "string",
                        "description": "ResultTableSavePath"
                    },
                    "UNIT": {
                        "type": "object",
                        "description": "ResponseUnitSetting",
                        "properties": {
                            "FORCE": {
                                "type": "string",
                                "description": "Force"
                            },
                            "DIST": {
                                "type": "string",
                                "description": "Length"
                            },
                            "HEAT": {
                                "type": "string",
                                "description": "Heat"
                            },
                            "TEMP": {
                                "type": "string",
                                "description": "Temperature"
                            }
                        }
                    },
                    "STYLES": {
                        "type": "object",
                        "description": "ResponseNumberFormat",
                        "properties": {
                            "FORMAT": {
                                "type": "string",
                                "description": "Numberformat",
                                "enum": [
                                    "Default",
                                    "Fixed",
                                    "Scientific",
                                    "General"
                                ]
                            },
                            "PLACE": {
                                "type": "integer",
                                "description": "Digitplace",
                                "minimum": 0,
                                "maximum": 15
                            }
                        }
                    },
                    "COMPONENTS": {
                        "type": "array",
                        "description": "ComponentsofResultTable",
                        "items": {
                            "type": "string"
                        }
                    },
                    "NODE_ELEMS": {
                        "type": "object",
                        "description": "Node/ElementNo.Input",
                        "properties": {
                            "KEYS": {
                                "type": "array",
                                "description": "SpecifyEachID",
                                "items": {
                                    "type": "integer"
                                }
                            },
                            "TO": {
                                "type": "string",
                                "description": "SpecifyIDRange"
                            },
                            "STRUCTURE_GROUP_NAME": {
                                "type": "string",
                                "description": "SpecifyStructureGroupName"
                            }
                        }
                    },
                    "LOAD_CASE_NAMES": {
                        "type": "array",
                        "description": "StaticLoad/LoadCombinationName&Type",
                        "items": {
                            "type": "string"
                        }
                    },
                    "PARTS": {
                        "type": "array",
                        "description": "ElementPartNumber",
                        "items": {
                            "type": "string"
                        }
                    },
                    "OPT_CS": {
                        "type": "boolean",
                        "description": "Activation-ConstructionStageStep"
                    },
                    "STAGE_STEP": {
                        "type": "array",
                        "description": "StageStepName",
                        "items": {
                            "type": "string"
                        }
                    }
                }
            }
        }
    }
}


Request Examples

Self-Constraint Beam Force - General/Post CS

{
    "Argument": {
        "TABLE_NAME": "Self-ConstraintBeamForce",
        "TABLE_TYPE": "SELF_CONST_BEAM_FORCE",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "kN",
            "DIST": "m"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "SectionPart",
            "Part",
            "Axial",
            "Moment-y",
            "Moment-z"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "TG(+)(ST)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ]
    }
}

Self-Constraint Beam Force - Construction Stage

{
    "Argument": {
        "TABLE_NAME": "Self-ConstraintBeamForce",
        "TABLE_TYPE": "SELF_CONST_BEAM_FORCE",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "kN",
            "DIST": "m"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Stage",
            "Step",
            "SectionPart",
            "Part",
            "Axial",
            "Moment-y",
            "Moment-z"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "Summation(CS)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "OPT_CS": true,
        "STAGE_STEP": [
            "CS4:001(first)",
            "CS4:002(last)"
        ]
    }
}

Self-Constraint Beam Stress - General/Post CS

{
    "Argument": {
        "TABLE_NAME": "Self-ConstraintBeamStress",
        "TABLE_TYPE": "SELF_CONST_BEAM_STRESS",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "SectionPart",
            "Part",
            "Axial",
            "Bend(+y)",
            "Bend(-y)",
            "Bend(+z)",
            "Bend(-z)",
            "Cb(min/max)",
            "Cb1(-y+z)",
            "Cb2(+y+z)",
            "Cb3(+y-z)",
            "Cb4(-y-z)",
            "CbCent"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "TG(+)(ST)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ]
    }
}

Self-Constraint Beam Stress - Construction Stage

{
    "Argument": {
        "TABLE_NAME": "Self-ConstraintBeamStress",
        "TABLE_TYPE": "SELF_CONST_BEAM_STRESS",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Stage",
            "Step",
            "SectionPart",
            "Part",
            "Axial",
            "Bend(+y)",
            "Bend(-y)",
            "Bend(+z)",
            "Bend(-z)",
            "Cb(min/max)",
            "Cb1(-y+z)",
            "Cb2(+y+z)",
            "Cb3(+y-z)",
            "Cb4(-y-z)",
            "CbCent"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "Summation(CS)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "OPT_CS": true,
        "STAGE_STEP": [
            "CS4:001(first)",
            "CS4:002(last)"
        ]
    }
}


Response Examples

Self-Constraint Beam Force - General/Post CS

{
    "Self-ConstraintBeamForce": {
        "FORCE": "kN",
        "DIST": "m",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "SectionPart",
            "Part",
            "Axial",
            "Moment-y",
            "Moment-z"
        ],
        "DATA": [
            [
                "1",
                "1",
                "TG(+)",
                "1",
                "I",
                "326.337945299092",
                "-691.230653270694",
                "0.000000000000"
            ],
            [
                "2",
                "1",
                "TG(+)",
                "1",
                "J",
                "326.337945299092",
                "-691.230653270694",
                "0.000000000000"
            ],
            [
                "3",
                "1",
                "TG(+)",
                "2",
                "I",
                "-326.337945299096",
                "86.697482982175",
                "0.000000000000"
            ],
            [
                "4",
                "1",
                "TG(+)",
                "2",
                "J",
                "-326.337945299096",
                "86.697482982175",
                "0.000000000000"
            ]
        ]
    }
}

Self-Constraint Beam Force - Construction Stage

{
    "Self-ConstraintBeamForce": {
        "FORCE": "kN",
        "DIST": "m",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Stage",
            "Step",
            "SectionPart",
            "Part",
            "Axial",
            "Moment-y",
            "Moment-z"
        ],
        "DATA": [
            [
                "1",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "1",
                "I",
                "-338.180484303537",
                "624.141807482293",
                "0.000000219816"
            ],
            [
                "2",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "1",
                "J",
                "-438.767556839076",
                "812.820580881929",
                "0.000199780890"
            ],
            [
                "3",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "2",
                "I",
                "338.180484303537",
                "2.329380593467",
                "-0.000000219815"
            ],
            [
                "4",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "2",
                "J",
                "438.767556839076",
                "-0.014267743654",
                "-0.000199780889"
            ],
            [
                "5",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "1",
                "I",
                "-2102.901338554510",
                "3881.828492123310",
                "0.000370580155"
            ],
            [
                "6",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "1",
                "J",
                "-2329.865640701390",
                "4306.908196164070",
                "-0.172375369621"
            ],
            [
                "7",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "2",
                "I",
                "2102.901338554510",
                "13.745501992506",
                "-0.000370580149"
            ],
            [
                "8",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "2",
                "J",
                "2329.865640701390",
                "9.111691834612",
                "0.172375369628"
            ]
        ]
    }
}

Self-Constraint Beam Stress - General/Post CS

{
    "Self-ConstraintBeamStress": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "SectionPart",
            "Part",
            "Axial",
            "Bend(+y)",
            "Bend(-y)",
            "Bend(+z)",
            "Bend(-z)",
            "Cb(min/max)",
            "Cb1(-y+z)",
            "Cb2(+y+z)",
            "Cb3(+y-z)",
            "Cb4(-y-z)",
            "CbCent"
        ],
        "DATA": [
            [
                "1",
                "1",
                "TG(+)",
                "1",
                "I",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-6.112007447444",
                "-2.197790521136",
                "-2.197790521136",
                "-6.112007447444",
                "-6.112007447444",
                "7.870100721644"
            ],
            [
                "2",
                "1",
                "TG(+)",
                "1",
                "J",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-6.112007447444",
                "-2.197790521136",
                "-2.197790521136",
                "-6.112007447444",
                "-6.112007447444",
                "7.870100721644"
            ],
            [
                "3",
                "1",
                "TG(+)",
                "2",
                "I",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-4.049047470068",
                "-4.049047470068",
                "-4.049047470068",
                "-0.073075471243",
                "-0.073075471243",
                "-2.061061470656"
            ],
            [
                "4",
                "1",
                "TG(+)",
                "2",
                "J",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-4.049047470068",
                "-4.049047470068",
                "-4.049047470068",
                "-0.073075471243",
                "-0.073075471243",
                "-2.061061470656"
            ]
        ]
    }
}

Self-Constraint Beam Stress - Construction Stage

{
    "Self-ConstraintBeamStress": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Stage",
            "Step",
            "SectionPart",
            "Part",
            "Axial",
            "Bend(+y)",
            "Bend(-y)",
            "Bend(+z)",
            "Bend(-z)",
            "Cb(min/max)",
            "Cb1(-y+z)",
            "Cb2(+y+z)",
            "Cb3(+y-z)",
            "Cb4(-y-z)",
            "CbCent"
        ],
        "DATA": [
            [
                "1",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "1",
                "I",
                "-2.754606969865",
                "-0.000000028814",
                "0.000000028814",
                "-5.359308033538",
                "4.940043849012",
                "-8.113915029015",
                "-8.113914977790",
                "-8.113915029015",
                "2.185436850334",
                "2.185436907962",
                "-2.754606969865"
            ],
            [
                "2",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "1",
                "J",
                "-3.574024287820",
                "-0.000026187671",
                "0.000026187671",
                "-6.979432905669",
                "6.433424684582",
                "-10.553480471418",
                "-10.553433915559",
                "-10.553480471418",
                "2.859374209092",
                "2.859426584433",
                "-3.574024287820"
            ],
            [
                "3",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "2",
                "I",
                "0.218190285191",
                "0.000000000143",
                "-0.000000000143",
                "-0.037800909226",
                "0.037800909226",
                "0.255991194560",
                "0.180389375822",
                "0.180389376109",
                "0.255991194560",
                "0.255991194274",
                "0.218190285191"
            ],
            [
                "4",
                "1",
                "Summation",
                "CS4",
                "001(first)",
                "2",
                "J",
                "0.283095696472",
                "0.000000130133",
                "-0.000000130133",
                "-0.001007009320",
                "0.001007009320",
                "0.284102835925",
                "0.282088557019",
                "0.282088817285",
                "0.284102835925",
                "0.284102575659",
                "0.283095696472"
            ],
            [
                "5",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "1",
                "I",
                "-17.117519090914",
                "-0.000048576373",
                "0.000048576373",
                "-33.332031876817",
                "30.724432709916",
                "-50.449594146729",
                "-50.449507788733",
                "-50.449594146729",
                "13.606865042628",
                "13.606962195374",
                "-17.117519090914"
            ],
            [
                "6",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "1",
                "J",
                "-18.965364211716",
                "0.022595301342",
                "-0.022595301342",
                "-36.982056671581",
                "34.088912307521",
                "-55.967505595601",
                "-55.967505595601",
                "-55.927336170994",
                "15.146143397146",
                "15.100952794463",
                "-18.965364211716"
            ],
            [
                "7",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "2",
                "I",
                "1.355865433099",
                "0.000000241388",
                "-0.000000241388",
                "-0.223967577788",
                "0.223967577788",
                "1.579833252275",
                "1.131897613923",
                "1.131898096700",
                "1.579833252275",
                "1.579832769499",
                "1.355865433099"
            ],
            [
                "8",
                "1",
                "Summation",
                "CS4",
                "002(last)",
                "2",
                "J",
                "1.502231814332",
                "-0.000112281723",
                "0.000112281723",
                "-0.151352124642",
                "0.151352124642",
                "1.653696220697",
                "1.350991971413",
                "1.350767407967",
                "1.653471657250",
                "1.653696220697",
                "1.502231814332"
            ]
        ]
    }
}


Specifications

No. Description Key Value Type Default Required

1

Table Name

 • Response Table Title

"TABLE_NAME"

String

Empty

Optional

2

Result Table Type

 • Self-Constraint Beam Force: "SELF_CONST_BEAM_FORCE"

 • Self-Constraint Beam Stress: "SELF_CONST_BEAM_STRESS"

"TABLE_TYPE"

String

-

Required

3

Result Table Save Path

"EXPORT_PATH"

String

-

Optional

4

Response Unit Setting

"UNIT"

Object

System

Optional

(1)

Force

"FORCE"

String

-

Optional

(2)

Length

"DIST"

String

-

Optional

(3)

Heat

"HEAT"

String

-

Optional

(4)

Temperature

"TEMP"

String

-

Optional

5

Response Number Format

"STYLES"

Object

System

Optional

(1)

Number Format

 • "Default"

 • "Fixed"

 • "Scientific"

 • "General"

"FORMAT"

String

-

Optional

(2)

Digit Place

 • 0 to 15

"PLACE"

Integer

-

Optional

6

Components of Result Table

"COMPONENTS"

Array [String]

All

Optional

7

Node / Element No. Input

 • Use Only One of the Three Methods

"NODE_ELEMS"

Object

All

Optional

Method 1: Specify Each ID

(1)

 • "KEYS": [101, 102, 103]

"KEYS"

Array
[Integer]

-

Optional

Method 2: Specify ID Range

(1)

 • "TO": "101 to 105"

"TO"

String

-

Optional

Method 3: Specify Structure Group Name

(1)

 • "STRUCTURE_GROUP_NAME": "SG1"

"STRUCTURE_GROUP_NAME"

String

-

Optional

8

Load Name & Type

 • Static Load Cases

   ◦ NAME + "(ST)"

 • Load Combinations

   ◦ NAME + "(CB)"

   ◦ NAME + "(CB:all)"

   ◦ NAME + "(CB:max)"

   ◦ NAME + "(CB:min)"

 • Construction Stage

   ◦ NAME + "(CS)"

 • Response Spectrum

   ◦ NAME + "(RS)"

 • Moving Load

   ◦ NAME + "(MV:all)"

   ◦ NAME + "(MV:max)"

   ◦ NAME + "(MV:min)"

 • Settlement Load

   ◦ NAME + "(SM:all)"

   ◦ NAME + "(SM:max)"

   ◦ NAME + "(SM:min)"

"LOAD_CASE_NAMES"

Array [String]

All

Optional

9

Element Part Number

 • "Part I"

 • "Part 1/4"

 • "Part 2/4"

 • "Part 3/4"

 • "Part J"

"PARTS"

Array [String]

All

Optional

Construction Stage

10

Activation - Construction Stage Step

"OPT_CS"

Boolean

false

Optional

11

Stage Step Name

"STAGE_STEP"

Array [String]

All

Optional



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