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JSON Manual Created Edited

Main Control Data

Input URI

{base url} + db/ACTL



Active Methods

POST, GET, PUT, DELETE



JSON Schema

Details

{
    "ACTL": {
        "$schema": "http://json-schema.org/draft-07/schema#",
        "type": "object",
        "properties": {
            "ARDC": {
                "description": "AutoConstraintRotation",
                "type": "boolean"
            },
            "ANRC": {
                "description": "AutoConstraintNormal",
                "type": "boolean"
            },
            "ITER": {
                "description": "Maximumnumberofiterations",
                "type": "integer"
            },
            "TOL": {
                "description": "Trusstolerance",
                "type": "number"
            },
            "CSECF": {
                "description": "ConsiderSecfBoolean",
                "type": "boolean"
            },
            "TRS": {
                "description": "TransferReacBoolean",
                "type": "boolean"
            },
            "CRBAR": {
                "description": "ConsiderRbarBoolean",
                "type": "boolean"
            },
            "BMSTRESS": {
                "description": "Calculateequivalentbeamstresses",
                "type": "boolean"
            },
            "CLATS": {
                "description": "ChangeLcAxOfTapSectBoolean",
                "type": "boolean"
            }
        }
    }
}


Examples

Main Control Data

{
    "Assign": {
        "1": {
            "ARDC": true,
            "ANRC": true,
            "ITER": 20,
            "TOL": 0.001,
            "CSECF": false,
            "TRS": true,
            "CRBAR": false,
            "BMSTRESS": false,
            "CLATS": false
        }
    }
}


Specifications

No. Description Key Value Type Default Required

 1

Auto Rotational DOF Constraint for Truss / Plane Stress / Solid Elements

"ARDC"

Boolean

false

Optional

2

Auto Normal Rotation Constraint for Plate Elements

"ANRC"

Boolean

false

Optional

 3

Consider Section Stiffness Scale Factor for Stress Calculation

"CSECF"

Boolean

false

Optional

4

Transfer Reactions of Slave Node to the Master Node

"TRS"

Boolean

false

Optional

5

Calculate Equivalent Beam Stresses (Von-Mises and Max-Shear)

"BMSTRESS"

Boolean

false

Optional

6

Consider Reinforcement for Section Stiffness Calculation

"CRBAR"

Boolean

false

Optional

7

Change Local Axis of Tapered Section for Force / Stress Calculation

"CLATS"

Boolean

false

Optional

8

Number of Iterations / Load Case

"ITER"

Number

-

Required

9

Convergence Tolerance

"TOL"

Number

-

Required



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