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 |
- |
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 |