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 |
- |
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 |