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 |
- |
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 |