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JSON Manual Created Edited

Composite Section for C.S. (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.-ForceandStress",
        "type": "object",
        "properties": {
            "Argument": {
                "type": "object",
                "properties": {
                    "TABLE_NAME": {
                        "type": "string",
                        "description": "ResponseTableTitle"
                    },
                    "TABLE_TYPE": {
                        "type": "string",
                        "description": "ResultTableType",
                        "enum": [
                            "COMPSECTBEAMFORCE",
                            "COMPSECTBEAMSTRESS"
                        ]
                    },
                    "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

Composite Section-Beam Force - General/Post CS

{
    "Argument": {
        "TABLE_NAME": "BeamForce",
        "TABLE_TYPE": "COMPSECTBEAMFORCE",
        "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": [
            "DL(CBSC)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ]
    }
}

Composite Section-Beam Force - Construction Stage

{
    "Argument": {
        "TABLE_NAME": "BeamForce",
        "TABLE_TYPE": "COMPSECTBEAMFORCE",
        "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": [
            "Summation(CS)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "OPT_CS": true,
        "STAGE_STEP": [
            "CS4:001(first)",
            "CS4:002(last)"
        ]
    }
}

Composite Section-Beam Stress - General/Post CS

{
    "Argument": {
        "TABLE_NAME": "BeamStress",
        "TABLE_TYPE": "COMPSECTBEAMSTRESS",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "DOF",
            "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)",
            "Sax(Warping)1",
            "Sax(Warping)2",
            "Sax(Warping)3",
            "Sax(Warping)4"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "DL(CBSC)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ]
    }
}

Composite Section-Beam Stress - Construction Stage

{
    "Argument": {
        "TABLE_NAME": "BeamStress",
        "TABLE_TYPE": "COMPSECTBEAMSTRESS",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "DOF",
            "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)",
            "Sax(Warping)1",
            "Sax(Warping)2",
            "Sax(Warping)3",
            "Sax(Warping)4"
        ],
        "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

Composite Section-Beam Force - General/Post CS

{
    "BeamForce": {
        "FORCE": "kN",
        "DIST": "m",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "SectionPart",
            "Part",
            "Axial",
            "Moment-y",
            "Moment-z"
        ],
        "DATA": [
            [
                "1",
                "1",
                "DL",
                "1",
                "I",
                "-0.000471429623",
                "-0.000083949590",
                "-0.077218286415"
            ],
            [
                "2",
                "1",
                "DL",
                "1",
                "J",
                "1108.801871637240",
                "5595.968619274520",
                "0.675427138163"
            ],
            [
                "3",
                "1",
                "DL",
                "2",
                "I",
                "-0.000999998109",
                "-0.000000280049",
                "0.054482390089"
            ],
            [
                "4",
                "1",
                "DL",
                "2",
                "J",
                "-1108.803343064970",
                "8.782797807661",
                "-45.592505138543"
            ]
        ]
    }
}

Composite Section-Beam Force - Construction Stage

{
    "BeamForce": {
        "FORCE": "kN",
        "DIST": "m",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "SectionPart",
            "Part",
            "Axial",
            "Moment-y",
            "Moment-z"
        ],
        "DATA": [
            [
                "1",
                "1",
                "Summation",
                "1",
                "I",
                "-338.180956649959",
                "624.141723532703",
                "-0.077218227304"
            ],
            [
                "2",
                "1",
                "Summation",
                "1",
                "J",
                "620.266239562581",
                "6342.390492263670",
                "0.675475954455"
            ],
            [
                "3",
                "1",
                "Summation",
                "2",
                "I",
                "338.179482353005",
                "2.329380313419",
                "0.054445783485"
            ],
            [
                "4",
                "1",
                "Summation",
                "2",
                "J",
                "-620.267713859534",
                "8.335472912402",
                "-45.627083837495"
            ],
            [
                "5",
                "1",
                "Summation",
                "1",
                "I",
                "-2102.901592228350",
                "3881.828428640390",
                "-0.076816776451"
            ],
            [
                "6",
                "1",
                "Summation",
                "1",
                "J",
                "-1557.732647018070",
                "9464.849335794939",
                "0.588119840186"
            ],
            [
                "7",
                "1",
                "Summation",
                "2",
                "I",
                "2102.900772051990",
                "13.745501854563",
                "0.061507635089"
            ],
            [
                "8",
                "1",
                "Summation",
                "2",
                "J",
                "1557.731826841710",
                "14.801758165365",
                "-25.094284898465"
            ]
        ]
    }
}

Composite Section-Beam Stress - General/Post CS

{
    "BeamStress": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "DOF",
            "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)",
            "Sax(Warping)1",
            "Sax(Warping)2",
            "Sax(Warping)3",
            "Sax(Warping)4"
        ],
        "DATA": [
            [
                "1",
                "1",
                "7DOF",
                "DL",
                "1",
                "I",
                "-0.000003926025",
                "0.010121924347",
                "-0.010121924347",
                "0.000000715372",
                "-0.000000659407",
                "-0.010126509779",
                "-0.009000476740",
                "0.008994055433",
                "0.010117338915",
                "-0.010126509779",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000"
            ],
            [
                "2",
                "1",
                "7DOF",
                "DL",
                "1",
                "J",
                "9.365118020197",
                "-0.088536313249",
                "0.088536313249",
                "-47.530406315087",
                "43.812053699569",
                "53.536959971250",
                "-37.855815388157",
                "-38.474876054411",
                "52.817469761163",
                "53.536959971250",
                "0.230773961622",
                "-0.230888814411",
                "-0.271165645355",
                "0.271251938235"
            ],
            [
                "3",
                "1",
                "7DOF",
                "DL",
                "2",
                "I",
                "-0.000000658662",
                "-0.000035488693",
                "0.000035488693",
                "0.000000004497",
                "-0.000000004497",
                "-0.000036151852",
                "0.000034834528",
                "-0.000036142859",
                "-0.000036151852",
                "0.000034825535",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000"
            ],
            [
                "4",
                "1",
                "7DOF",
                "DL",
                "2",
                "J",
                "-0.741804716610",
                "0.029698007684",
                "-0.029698007684",
                "-0.141019508364",
                "0.141019508364",
                "-0.892194188082",
                "-0.892194188082",
                "-0.873461799280",
                "-0.620581591420",
                "-0.679977606788",
                "0.020328044576",
                "-0.020335581990",
                "-0.049494390859",
                "-0.049494390859"
            ]
        ]
    }
}

Composite Section-Beam Stress - Construction Stage

{
    "BeamStress": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "DOF",
            "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)",
            "Sax(Warping)1",
            "Sax(Warping)2",
            "Sax(Warping)3",
            "Sax(Warping)4"
        ],
        "DATA": [
            [
                "1",
                "1",
                "7DOF",
                "Summation",
                "1",
                "I",
                "-2.754610903516",
                "0.010121916599",
                "-0.010121916599",
                "-5.359307318166",
                "4.940043189605",
                "-8.122915480882",
                "-8.122915480882",
                "-8.104920962484",
                "2.195554202687",
                "2.175310369490",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000"
            ],
            [
                "2",
                "1",
                "7DOF",
                "Summation",
                "1",
                "J",
                "5.370744608482",
                "-0.088542712184",
                "0.088542712184",
                "-53.939694544722",
                "49.719936713051",
                "55.450490848791",
                "-48.259470894823",
                "-48.878543834420",
                "54.730958090061",
                "55.450490848791",
                "0.230774408364",
                "-0.230889265128",
                "-0.271180519288",
                "0.271266815074"
            ],
            [
                "3",
                "1",
                "7DOF",
                "Summation",
                "2",
                "I",
                "0.218189625243",
                "-0.000035464849",
                "0.000035464849",
                "-0.037800904729",
                "0.037800904729",
                "0.256025994821",
                "0.180424185362",
                "0.180353255665",
                "0.255955065123",
                "0.256025994821",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000"
            ],
            [
                "4",
                "1",
                "7DOF",
                "Summation",
                "2",
                "J",
                "-0.425413493401",
                "0.029720531528",
                "-0.029720531528",
                "-0.135073208733",
                "0.135073208733",
                "-0.569878529147",
                "-0.569878529147",
                "-0.551102412780",
                "-0.310115750808",
                "-0.369556813865",
                "0.020328704516",
                "-0.020336242174",
                "-0.049495997668",
                "-0.049495997668"
            ],
            [
                "5",
                "1",
                "7DOF",
                "Summation",
                "1",
                "I",
                "-17.117521203344",
                "0.010069293634",
                "-0.010069293634",
                "-33.332031337186",
                "30.724432212501",
                "-50.458503023760",
                "-50.458503023760",
                "-50.440602057299",
                "13.616980302791",
                "13.596841715523",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000"
            ],
            [
                "6",
                "1",
                "7DOF",
                "Summation",
                "1",
                "J",
                "-12.443805411646",
                "-0.077091901490",
                "0.077091901490",
                "-80.751259743395",
                "74.434005565454",
                "-93.493285252197",
                "-92.896949372510",
                "-93.493285252197",
                "61.681373450013",
                "62.299105446573",
                "0.229589647874",
                "-0.229693962498",
                "-0.231734802305",
                "0.231813391276"
            ],
            [
                "7",
                "1",
                "7DOF",
                "Summation",
                "2",
                "I",
                "1.355865059944",
                "-0.000040064792",
                "0.000040064792",
                "-0.223967575573",
                "0.223967575573",
                "1.579872700309",
                "1.131937549163",
                "1.131857419580",
                "1.579792570726",
                "1.579872700309",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000"
            ],
            [
                "8",
                "1",
                "7DOF",
                "Summation",
                "2",
                "J",
                "0.985663650941",
                "0.016345894210",
                "-0.016345894210",
                "-0.242713712839",
                "0.242713712839",
                "1.199857791832",
                "0.745030923791",
                "0.740862119931",
                "1.199857791832",
                "1.167166003412",
                "0.018426879898",
                "-0.018433712381",
                "-0.044865466158",
                "-0.044865466158"
            ]
        ]
    }
}


Specifications

No. Description Key Value Type Default Required

1

Table Name

 • Response Table Title

"TABLE_NAME"

String

Empty

Optional

2

Result Table Type

 • Composite Section for C.S. - Force: "COMPSECTBEAMFORCE"

 • Composite Section for C.S. - Stress: "COMPSECTBEAMSTRESS"

"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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