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JSON Manual Created Edited

Beam Stress (PSC) - 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-PSC",
        "type": "object",
        "properties": {
            "Argument": {
                "type": "object",
                "properties": {
                    "TABLE_NAME": {
                        "type": "string",
                        "description": "ResponseTableTitle"
                    },
                    "TABLE_TYPE": {
                        "type": "string",
                        "description": "ResultTableType",
                        "enum": [
                            "BEAMSTRESSPSC",
                            "BEAMSTRESS7DOFPSC"
                        ]
                    },
                    "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": [
                                "Pos-1",
                                "Pos-2",
                                "Pos-3",
                                "Pos-4",
                                "Pos-5",
                                "Pos-6",
                                "Pos-7",
                                "Pos-8",
                                "Pos-9",
                                "Pos-10",
                                "Pos-11",
                                "Pos-12",
                                "Pos-13",
                                "Pos-14",
                                "Pos-15",
                                "Pos-16",
                                "Max",
                                "Min",
                                "All"
                            ]
                        }
                    },
                    "OPT_CS": {
                        "type": "boolean",
                        "description": "Activation-ConstructionStageStep"
                    },
                    "STAGE_STEP": {
                        "type": "array",
                        "description": "StageStepName",
                        "items": {
                            "type": "string"
                        }
                    }
                }
            }
        }
    }
}


Request Examples

Beam Stress(PSC) - General/Post CS

{
    "Argument": {
        "TABLE_NAME": "BeamStress(PSC)",
        "TABLE_TYPE": "BEAMSTRESSPSC",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Part",
            "SectionPosition",
            "Sig-xx(Axial)",
            "Sig-xx(Moment-y)",
            "Sig-xx(Moment-z)",
            "Sig-xx(Bar)",
            "Sig-xx(Summation)",
            "Sig-zz",
            "Sig-xz(shear)",
            "Sig-xz(torsion)",
            "Sig-xz(bar)",
            "Sig-Is(shear)",
            "Sig-Is(shear+torsion)",
            "Sig-Ps(Max)",
            "Sig-Ps(Min)"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "Selfweight(ST)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "SECTION_POSITION": [
            "Pos-7",
            "All"
        ]
    }
}

Beam Stress(PSC) - Construction Stage

{
    "Argument": {
        "TABLE_NAME": "BeamStress(PSC)",
        "TABLE_TYPE": "BEAMSTRESSPSC",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Stage",
            "Step",
            "Part",
            "SectionPosition",
            "Sig-xx(Axial)",
            "Sig-xx(Moment-y)",
            "Sig-xx(Moment-z)",
            "Sig-xx(Bar)",
            "Sig-xx(Summation)",
            "Sig-zz",
            "Sig-xz(shear)",
            "Sig-xz(torsion)",
            "Sig-xz(bar)",
            "Sig-Is(shear)",
            "Sig-Is(shear+torsion)",
            "Sig-Ps(Max)",
            "Sig-Ps(Min)"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "Summation(CS)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "SECTION_POSITION": [
            "Pos-7",
            "All"
        ],
        "OPT_CS": true,
        "STAGE_STEP": [
            "CS3:001(first)",
            "CS3:002(last)"
        ]
    }
}

Beam Stress(7th DOF)(PSC) - General/Post CS

{
    "Argument": {
        "TABLE_NAME": "BeamStress(7thDOF)(PSC)",
        "TABLE_TYPE": "BEAMSTRESS7DOFPSC",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Part",
            "SectionPosition",
            "Sax(Warping)",
            "Ssy(Mt)",
            "Ssy(Mw)",
            "Ssz(Mt)",
            "Ssz(Mw)",
            "Combined(Ssy)",
            "Combined(Ssz)"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "EccentricLoads(ST)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "SECTION_POSITION": [
            "Pos-7",
            "All"
        ]
    }
}

Beam Stress(7th DOF)(PSC) - Construction Stage

{
    "Argument": {
        "TABLE_NAME": "BeamStress(7thDOF)(PSC)",
        "TABLE_TYPE": "BEAMSTRESS7DOFPSC",
        "EXPORT_PATH": "C:\\MIDAS\\Result\\Output.JSON",
        "UNIT": {
            "FORCE": "N",
            "DIST": "mm"
        },
        "STYLES": {
            "FORMAT": "Fixed",
            "PLACE": 12
        },
        "COMPONENTS": [
            "Elem",
            "Load",
            "Stage",
            "Step",
            "Part",
            "SectionPosition",
            "Sax(Warping)",
            "Ssy(Mt)",
            "Ssy(Mw)",
            "Ssz(Mt)",
            "Ssz(Mw)",
            "Combined(Ssy)",
            "Combined(Ssz)"
        ],
        "NODE_ELEMS": {
            "KEYS": [
                1
            ]
        },
        "LOAD_CASE_NAMES": [
            "Summation(CS)"
        ],
        "PARTS": [
            "PartI",
            "PartJ"
        ],
        "SECTION_POSITION": [
            "Pos-7",
            "All"
        ],
        "OPT_CS": true,
        "STAGE_STEP": [
            "CS3:001(first)",
            "CS3:002(last)"
        ]
    }
}


Response Examples

Beam Stress(PSC) - General/Post CS

{
    "BeamStress(PSC)": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Part",
            "SectionPosition",
            "Sig-xx(Axial)",
            "Sig-xx(Moment-y)",
            "Sig-xx(Moment-z)",
            "Sig-xx(Bar)",
            "Sig-xx(Summation)",
            "Sig-zz",
            "Sig-xz(shear)",
            "Sig-xz(torsion)",
            "Sig-xz(bar)",
            "Sig-Is(shear)",
            "Sig-Is(shear+torsion)",
            "Sig-Ps(Max)",
            "Sig-Ps(Min)"
        ],
        "DATA": [
            [
                "1",
                "1",
                "Selfweight",
                "I[1]",
                "Pos-7",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-0.414539776612",
                "0.000000000000",
                "0.000000000000",
                "0.414539776612",
                "0.414539776612",
                "0.414539776612",
                "-0.414539776612"
            ],
            [
                "2",
                "1",
                "Selfweight",
                "I[1]",
                "All",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-0.414539776612",
                "0.000000000000",
                "0.000000000000",
                "0.414539776612",
                "0.414539776612",
                "0.414539776612",
                "-0.414539776612"
            ],
            [
                "3",
                "1",
                "Selfweight",
                "J[2]",
                "Pos-7",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-0.340878861019",
                "0.000000000000",
                "0.000000000000",
                "0.340878861019",
                "0.340878861019",
                "0.340878861019",
                "-0.340878861019"
            ],
            [
                "4",
                "1",
                "Selfweight",
                "J[2]",
                "All",
                "0.000000000000",
                "-1.007598930992",
                "0.000000000000",
                "0.000000000000",
                "-1.007598930992",
                "0.000000000000",
                "-0.340878861019",
                "0.000000000000",
                "0.000000000000",
                "1.006490659682",
                "1.006490659682",
                "1.006490659682",
                "-1.007598930992"
            ]
        ]
    }
}

Beam Stress(PSC) - Construction Stage

{
    "BeamStress(PSC)": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Stage",
            "Step",
            "Part",
            "SectionPosition",
            "Sig-xx(Axial)",
            "Sig-xx(Moment-y)",
            "Sig-xx(Moment-z)",
            "Sig-xx(Bar)",
            "Sig-xx(Summation)",
            "Sig-zz",
            "Sig-xz(shear)",
            "Sig-xz(torsion)",
            "Sig-xz(bar)",
            "Sig-Is(shear)",
            "Sig-Is(shear+torsion)",
            "Sig-Ps(Max)",
            "Sig-Ps(Min)"
        ],
        "DATA": [
            [
                "1",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "I[1]",
                "Pos-7",
                "-0.774105629705",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-0.774105629705",
                "0.000000000000",
                "-0.633378895214",
                "-0.006249253051",
                "0.000000000000",
                "0.355226584287",
                "0.260984087213",
                "0.260984087213",
                "-1.035089716918"
            ],
            [
                "2",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "I[1]",
                "All",
                "-0.774105629705",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-0.774105629705",
                "0.000000000000",
                "-0.633378895214",
                "0.006249253627",
                "0.000000000000",
                "0.355226584287",
                "0.454272226047",
                "0.454272226047",
                "-1.228377855752"
            ],
            [
                "3",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "J[2]",
                "Pos-7",
                "-0.787581597130",
                "0.002109244678",
                "0.000000000000",
                "0.000000000000",
                "-0.785472353144",
                "0.000000000000",
                "-0.510199441308",
                "0.002961192842",
                "0.000000000000",
                "0.251115649782",
                "0.365459442665",
                "0.365459442665",
                "-1.150931795809"
            ],
            [
                "4",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "J[2]",
                "All",
                "-0.787581597130",
                "1.519418342486",
                "0.000000000000",
                "0.000000000000",
                "-2.328225752254",
                "0.000000000000",
                "-0.510199441308",
                "-0.002961193115",
                "0.000000000000",
                "0.754933827124",
                "0.759030146775",
                "0.759030146775",
                "-2.329526716824"
            ],
            [
                "5",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "I[1]",
                "Pos-7",
                "-0.744504234867",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-0.744504234867",
                "0.000000000000",
                "-0.577418296643",
                "0.019088304160",
                "0.000000000000",
                "0.314758456162",
                "0.113324030109",
                "0.113324030109",
                "-0.857828264976"
            ],
            [
                "6",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "I[1]",
                "All",
                "-0.744504234867",
                "0.000000000000",
                "0.000000000000",
                "0.000000000000",
                "-0.744504234867",
                "0.000000000000",
                "-0.577418296643",
                "-0.019088305922",
                "0.000000000000",
                "0.314758456162",
                "0.549322858227",
                "0.549322858227",
                "-1.293827093094"
            ],
            [
                "7",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "J[2]",
                "Pos-7",
                "-0.758525959093",
                "0.002079649446",
                "0.000000000000",
                "0.000000000000",
                "-0.756446307918",
                "0.000000000000",
                "-0.454017588274",
                "-0.003919680144",
                "0.000000000000",
                "0.212695389203",
                "0.336234715564",
                "0.336234715564",
                "-1.092681023482"
            ],
            [
                "8",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "J[2]",
                "All",
                "-0.758525959093",
                "1.369849820327",
                "0.000000000000",
                "0.000000000000",
                "-2.184032072860",
                "0.000000000000",
                "-0.454017588274",
                "0.003919680506",
                "0.000000000000",
                "0.669021160908",
                "0.674141104757",
                "0.674141104757",
                "-2.185567598523"
            ]
        ]
    }
}

Beam Stress(7th DOF)(PSC) - General/Post CS

{
    "BeamStress(7thDOF)(PSC)": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Part",
            "SectionPosition",
            "Sax(Warping)",
            "Ssy(Mt)",
            "Ssy(Mw)",
            "Ssz(Mt)",
            "Ssz(Mw)",
            "Combined(Ssy)",
            "Combined(Ssz)"
        ],
        "DATA": [
            [
                "1",
                "1",
                "EccentricLoads",
                "I[1]",
                "Pos-7",
                "0.000000000000",
                "-0.000020377582",
                "-0.000013533950",
                "-0.023715019562",
                "-0.006463496296",
                "-0.000033911532",
                "-0.030178515858"
            ],
            [
                "2",
                "1",
                "EccentricLoads",
                "I[1]",
                "All",
                "0.000000000000",
                "-0.023715019562",
                "-0.023273488440",
                "0.023715021748",
                "-0.015750538530",
                "-0.039465558092",
                "-0.039465558092"
            ],
            [
                "3",
                "1",
                "EccentricLoads",
                "J[2]",
                "Pos-7",
                "-0.000000001918",
                "0.000001104951",
                "0.000092138368",
                "0.001285919774",
                "0.044003118483",
                "0.000093243319",
                "0.045289038257"
            ],
            [
                "4",
                "1",
                "EccentricLoads",
                "J[2]",
                "All",
                "0.082241915581",
                "0.001285919774",
                "0.158392411786",
                "-0.001285919893",
                "0.107228778565",
                "0.159155195363",
                "0.108514698340"
            ]
        ]
    }
}

Beam Stress(7th DOF)(PSC) - Construction Stage

{
    "BeamStress(7thDOF)(PSC)": {
        "FORCE": "N",
        "DIST": "mm",
        "HEAD": [
            "Index",
            "Elem",
            "Load",
            "Stage",
            "Step",
            "Part",
            "SectionPosition",
            "Sax(Warping)",
            "Ssy(Mt)",
            "Ssy(Mw)",
            "Ssz(Mt)",
            "Ssz(Mw)",
            "Combined(Ssy)",
            "Combined(Ssz)"
        ],
        "DATA": [
            [
                "1",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "I[1]",
                "Pos-7",
                "0.000000000000",
                "-0.000005369719",
                "0.000064797758",
                "-0.006249253051",
                "0.119876337345",
                "0.000059428039",
                "-0.519751810919"
            ],
            [
                "2",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "I[1]",
                "All",
                "0.000000000000",
                "0.006249253627",
                "-0.142108855824",
                "0.006249253627",
                "-0.119876344306",
                "-0.135859602197",
                "-0.747005985893"
            ],
            [
                "3",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "J[2]",
                "Pos-7",
                "-0.000000000692",
                "0.000002544428",
                "0.000021109161",
                "0.002961192842",
                "-0.141313131643",
                "0.000023653589",
                "-0.648551380110"
            ],
            [
                "4",
                "1",
                "Summation",
                "CS3",
                "001(first)",
                "J[2]",
                "All",
                "0.030298250054",
                "-0.002961193115",
                "0.167618857555",
                "-0.002961193115",
                "0.141313139849",
                "0.164657664440",
                "-0.648551380110"
            ],
            [
                "5",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "I[1]",
                "Pos-7",
                "0.000000000000",
                "0.000016401774",
                "0.000133264710",
                "0.019088304160",
                "0.246540710871",
                "0.000149666484",
                "-0.311789281612"
            ],
            [
                "6",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "I[1]",
                "All",
                "0.000000000000",
                "-0.019088305922",
                "-0.292264671342",
                "-0.019088305922",
                "-0.246540725187",
                "-0.311352977264",
                "-0.843047327752"
            ],
            [
                "7",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "J[2]",
                "Pos-7",
                "0.000000001729",
                "-0.000003368016",
                "0.000018304710",
                "-0.003919680144",
                "-0.148195797115",
                "0.000014936694",
                "-0.606133065533"
            ],
            [
                "8",
                "1",
                "Summation",
                "CS3",
                "002(last)",
                "J[2]",
                "All",
                "-0.075685984242",
                "0.003919680506",
                "0.175778912582",
                "0.003919680506",
                "0.148195805720",
                "0.179698593088",
                "-0.606133065533"
            ]
        ]
    }
}


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 - PSC: "BEAMSTRESSPSC"

 • Beam Stress - 7th DOF PSC: "BEAMSTRESS7DOFPSC"

"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 - PSC

   ◦ "Pos-1" ~ "Pos-10"

   ◦ "Max"

   ◦ "Min"

   ◦ "All"

"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



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