Input URI
|
{base url} + db/ESSF |
|---|
Active Methods
|
POST, GET, PUT, DELETE |
|---|
JSON Schema
Details
"$schema": "http://json-schema.org/draft-07/schema#",
"Argument": {
"type": "object",
"properties": {
"ITEMS": {
"description": "Items",
"type": "array",
"items": {
"type": "object",
"properties": {
"ID": {
"description": "ID",
"type": "integer"
},
"AREA_SF": {
"description": "Area",
"type": "number"
},
"ASY_SF": {
"description": "Asy",
"type": "number"
},
"ASZ_SF": {
"description": "Asz",
"type": "number"
},
"IXX_SF": {
"description": "Ixx",
"type": "number"
},
"IYY_SF": {
"description": "Iyy",
"type": "number"
},
"IZZ_SF": {
"description": "Izz",
"type": "number"
},
"WGT_SF": {
"description": "Weight",
"type": "number"
},
"GROUP_NAME": {
"description": "NameofBoundaryGroup",
"type": "string"
},
"iPart": {
"description": "Part",
"type": "string"
}
}
}
}
}
}
}
Examples
Element Stiffness Scale Factor - Single
"Assign": {
"1": {
"ITEMS": [
{
"ID": 1,
"AREA_SF": 0.5,
"ASY_SF": 0.6,
"ASZ_SF": 0.7,
"IXX_SF": 0.8,
"IYY_SF": 0.8,
"IZZ_SF": 0.9,
"WGT_SF": 0.95,
"GROUP_NAME": "",
"iPart": "Before"
}
]
}
}
}
Element Stiffness Scale Factor - Multiple
"Assign": {
"908": {
"ITEMS": [
{
"ID": 1,
"AREA_SF": 0.5,
"ASY_SF": 0.6,
"ASZ_SF": 0.7,
"IXX_SF": 0.8,
"IYY_SF": 0.8,
"IZZ_SF": 0.9,
"WGT_SF": 0.95,
"GROUP_NAME": "",
"iPart": "Before"
}
]
},
"909": {
"ITEMS": [
{
"ID": 1,
"AREA_SF": 0.5,
"ASY_SF": 0.6,
"ASZ_SF": 0.7,
"IXX_SF": 0.8,
"IYY_SF": 0.8,
"IZZ_SF": 0.9,
"WGT_SF": 0.95,
"GROUP_NAME": "",
"iPart": "Before"
}
]
},
"910": {
"ITEMS": [
{
"ID": 1,
"AREA_SF": 0.5,
"ASY_SF": 0.6,
"ASZ_SF": 0.7,
"IXX_SF": 0.8,
"IYY_SF": 0.8,
"IZZ_SF": 0.9,
"WGT_SF": 0.95,
"GROUP_NAME": "",
"iPart": "Before"
}
]
}
}
}
Specifications
| No. | Description | Key | Value Type | Default | Required |
|---|---|---|---|---|---|
|
1 |
Serial Number |
"ID" |
Array [Object] |
0 |
Required |
|
2 |
Area • Cross-sectional area |
"AREA_SF" |
Number |
1.0 |
Optional |
|
3 |
Asy • Effective Shear Area resisting shear forces in the element local y-axis |
"ASY_SF" |
Number |
1.0 |
Optional |
|
4 |
Asz • Effective shear Area resisting shear forces in the element local z-axis |
"ASZ_SF" |
Number |
1.0 |
Optional |
|
5 |
Ixx • Torsional Resistance about the element local a-axis |
"IXX_SF" |
Number |
1.0 |
Optional |
|
6 |
Iyy • Area Moment of Inertia about the element local y-axis |
"IYY_SF" |
Number |
1.0 |
Optional |
|
7 |
Izz • Area Moment of Inertia about the element local z-axis |
"IZZ_SF" |
Number |
1.0 |
Optional |
|
8 |
Weight • Cross-sectional area used for calculating self-weight |
"WGT_SF" |
Number |
1.0 |
Optional |
|
9 |
Boundary Group |
"GROUP_NAME" |
String |
- |
Optional |
|
10 |
Part • For sections defined as Composite Type, Scale Factors can be defined for "Before" (before composite action), "After" (after composite action) and "All". |
"iPart" |
String |
Before |
Optional |