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JSON Manual Created Edited

Beam Stress (Equivalent) - 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": "BeamStress-Equivalent",
        "type": "object",
        "properties": {
            "Argument": {
                "type": "object",
                "properties": {
                    "TABLE_NAME": {
                        "type": "string",
                        "description": "ResponseTableTitle"
                    },
                    "TABLE_TYPE": {
                        "type": "string",
                        "description": "ResultTableType",
                        "enum": [
                            "BEAMSTRESSDETAIL"
                        ]
                    },
                    "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",
                            "enum": [
                                "Part1",
                                "Part1/4",
                                "Part2/4",
                                "Part3/4",
                                "PartJ"
                            ]
                        }
                    },
                    "SECTION_POSITION": {
                        "type": "array",
                        "description": "SectionPosition",
                        "items": {
                            "type": "string",
                            "enum": [
                                "Maximum",
                                "1",
                                "2",
                                "3",
                                "4",
                                "5",
                                "6",
                                "7",
                                "8",
                                "9",
                                "10",
                                "11",
                                "12",
                                "13",
                                "14",
                                "15",
                                "16",
                                "17",
                                "18",
                                "19",
                                "20",
                                "21",
                                "22",
                                "23",
                                "24",
                                "25",
                                "26",
                                "27",
                                "28"
                            ]
                        }
                    },
                    "OPT_CS": {
                        "type": "boolean",
                        "description": "Activation-ConstructionStageStep"
                    },
                    "STAGE_STEP": {
                        "type": "array",
                        "description": "StageStepName",
                        "items": {
                            "type": "string"
                        }
                    }
                }
            }
        }
    }
}


Request Examples

Beam Stress(Equivalent) - General/Post CS

{
    "Argument": {
        "TABLE_NAME": "BeamStress(Equivalent)",
        "TABLE_TYPE": "BEAMSTRESSDETAIL",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Part",
            "SectionPosition",
            "Normal",
            "Tau_xy",
            "Tau_xz",
            "Von-Mises",
            "Max-Shear",
            "Princ.(max)",
            "Princ.(min)"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                32
            ]
        },
        "LOAD_CASE_NAMES": [
            "Selfweight(ST)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "SECTION_POSITION": [
            "Maximum",
            "12"
        ]
    }
}

Beam Stress(Equivalent) - Construction Stage

{
    "Argument": {
        "TABLE_NAME": "BeamStress(Equivalent)",
        "TABLE_TYPE": "BEAMSTRESSDETAIL",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Stage",
            "Step",
            "Part",
            "SectionPosition",
            "Normal",
            "Tau_xy",
            "Tau_xz",
            "Von-Mises",
            "Max-Shear",
            "Princ.(max)",
            "Princ.(min)"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                32
            ]
        },
        "LOAD_CASE_NAMES": [
            "Summation(CS)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "SECTION_POSITION": [
            "Maximum",
            "12"
        ],
        "OPT_CS": true,
        "STAGE_STEP": [
            "CS3:001(first)",
            "CS3:002(last)"
        ]
    }
}


Response Examples

Beam Stress(Equivalent) - General/Post CS

{
    "BeamStress(Equivalent)": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Part",
            "SectionPosition",
            "Normal",
            "Tau_xy",
            "Tau_xz",
            "Von-Mises",
            "Max-Shear",
            "Princ.(max)",
            "Princ.(min)"
        ],
        "DATA": [
            [
                "1",
                "32",
                "Selfweight",
                "I[33]",
                "Maximum",
                "-2.964459530432",
                "-0.296014358102",
                "-0.785792718133",
                "3.083861570064",
                "1.585485735849",
                "2.988663246920",
                "-2.988663220971"
            ],
            [
                "2",
                "32",
                "Selfweight",
                "I[33]",
                "12",
                "-2.806355022142",
                "0.296009451122",
                "-0.676192438265",
                "3.083861530041",
                "1.585485709900",
                "0.182308198829",
                "-2.988663220971"
            ],
            [
                "3",
                "32",
                "Selfweight",
                "J[34]",
                "Maximum",
                "-5.350688676056",
                "-0.232035866152",
                "-0.615956925661",
                "5.350989312796",
                "2.675544760645",
                "5.350889098657",
                "-5.350889098673"
            ],
            [
                "4",
                "32",
                "Selfweight",
                "J[34]",
                "12",
                "-5.065318613333",
                "0.232032019733",
                "-0.530044890742",
                "5.163507721281",
                "2.597912548187",
                "0.065253241520",
                "-5.130571854854"
            ]
        ]
    }
}

Beam Stress(Equivalent) - Construction Stage

{
    "BeamStress(Equivalent)": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Stage",
            "Step",
            "Part",
            "SectionPosition",
            "Normal",
            "Tau_xy",
            "Tau_xz",
            "Von-Mises",
            "Max-Shear",
            "Princ.(max)",
            "Princ.(min)"
        ],
        "DATA": [
            [
                "1",
                "32",
                "Summation",
                "CS3",
                "001(first)",
                "I[33]",
                "Maximum",
                "3.294892686443",
                "-0.332575243810",
                "-0.882846381145",
                "3.434017135986",
                "1.766368779600",
                "3.325951317849",
                "-3.325951288448"
            ],
            [
                "2",
                "32",
                "Summation",
                "CS3",
                "001(first)",
                "I[33]",
                "12",
                "-3.119165076499",
                "0.332569730767",
                "-0.759709314306",
                "3.434017090617",
                "1.766368750199",
                "0.206786211949",
                "-3.325951288448"
            ],
            [
                "3",
                "32",
                "Summation",
                "CS3",
                "001(first)",
                "J[34]",
                "Maximum",
                "6.011554988078",
                "-0.268596751860",
                "-0.713010588673",
                "6.011913542790",
                "3.006016528138",
                "6.011794022158",
                "-6.011794022177"
            ],
            [
                "4",
                "32",
                "Summation",
                "CS3",
                "001(first)",
                "J[34]",
                "12",
                "-5.690938722047",
                "0.268592299377",
                "-0.613561766783",
                "5.807975820622",
                "2.923233782896",
                "0.077764421873",
                "-5.768703143920"
            ],
            [
                "5",
                "32",
                "Summation",
                "CS3",
                "002(last)",
                "I[33]",
                "Maximum",
                "3.000926572421",
                "-0.300049266010",
                "-0.796503689293",
                "3.122502430403",
                "1.605446529277",
                "3.025885106890",
                "-3.025885080559"
            ],
            [
                "6",
                "32",
                "Summation",
                "CS3",
                "002(last)",
                "I[33]",
                "12",
                "-2.840877155225",
                "0.300044292144",
                "-0.685409471635",
                "3.122502389790",
                "1.605446502947",
                "0.185007925334",
                "-3.025885080559"
            ],
            [
                "7",
                "32",
                "Summation",
                "CS3",
                "002(last)",
                "J[34]",
                "Maximum",
                "5.423622760034",
                "-0.236070774060",
                "-0.626667896821",
                "5.423929758623",
                "2.712016043812",
                "5.423827423814",
                "-5.423827423830"
            ],
            [
                "8",
                "32",
                "Summation",
                "CS3",
                "002(last)",
                "J[34]",
                "12",
                "-5.134362879499",
                "0.236066860755",
                "-0.539261924112",
                "5.234622730915",
                "2.633809319244",
                "0.066627879495",
                "-5.200990758994"
            ]
        ]
    }
}


Specifications

No. Description Key Value Type Default Required

1

Table Name

 • Response Table Title

"TABLE_NAME"

String

Empty

Optional

2

Result Table Type

 • Beam Stress - Equivalent: "BEAMSTRESSDETAIL"

"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

10

Section Position

 • Beam Stress (Equivalent)

   ◦ "Maximum"

   ◦ "1"~"28"

"SECTION_POSITION"

Array [String]

All

Optional

Construction Stage (Except for Forces-Static Prestress)

11

Activation - Construction Stage Step

"OPT_CS"

Boolean

false

Optional

12

Stage Step Name

"STAGE_STEP"

Array [String]

All

Optional



0
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