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Construction Stage Analysis Control Data

Input URI

{base url} + db/STCT



Active Methods

POST, GET, PUT, DELETE



JSON Schema

Details

{
    "STCT": {
        "$schema": "http://json-schema.org/draft-07/schema#",
        "type": "object",
        "properties": {
            "bLAST_FINAL": {
                "description": "Final Stage",
                "type": "boolean"
            },
            "FINAL_STAGE": {
                "description": "Other stage name",
                "type": "string"
            },
            "CPFC": {
                "description": "Initial / External force",
                "type": "string"
            },
            "bEXT_REPL": {
                "description": "External force type",
                "type": "boolean"
            },
            "bCALC_CFF": {
                "description": "Calculate concurrent forces of frame",
                "type": "boolean"
            },
            "bCALC_CSP": {
                "description": "Calculate output of each part of composite section",
                "type": "boolean"
            },
            "bAPPLY_IMF": {
                "description": "Apply Initial member force to C.S",
                "type": "boolean"
            },
            "bCONV": {
                "description": "Convert final stage member forces to initial forces for Post C.S",
                "type": "boolean"
            },
            "bTRUSS": {
                "description": "Truss - Check Box",
                "type": "boolean"
            },
            "bBEAM": {
                "description": "Beam - Check Box",
                "type": "boolean"
            },
            "bITD": {
                "description": "Initial tangent displacement for erected structures - Check Box",
                "type": "boolean"
            },
            "ITD": {
                "description": "Initial tangent displacement type",
                "type": "string"
            },
            "GROUP": {
                "description": "Structure group name",
                "type": "string"
            },
            "bSAVE_OCS": {
                "description": "",
                "type": "boolean"
            },
            "bLFFC": {
                "description": "Lack-of-Fit force control - Check Box",
                "type": "boolean"
            },
            "LFFGR": {
                "description": "Structure group name",
                "type": "string"
            },
            "bCAMBER": {
                "description": "Apply camber displacement to C.S. (if defined)",
                "type": "boolean"
            },
            "bSELFCONS": {
                "description": "Self-constrained forces & stresses",
                "type": "boolean"
            },
            "bCHANGE_CABLE": {
                "description": "Change cable element to equivalent truss element for Post C.S.",
                "type": "boolean"
            },
            "iINC_NLA": {
                "description": "Analysis type",
                "type": "integer"
            },
            "iNLA_TYPE": {
                "description": "Independent / Accumulative stage",
                "type": "integer"
            },
            "bIEMF": {
                "description": "Include equilibrium element nodal forces - Check Box",
                "type": "boolean"
            },
            "iLSTEP": {
                "description": "Number of load stpes",
                "type": "integer"
            },
            "iMAXITER": {
                "description": "Maximum number of iterations",
                "type": "integer"
            },
            "CF": {
                "description": "Convergence failure - Check Box",
                "type": "boolean"
            },
            "BSSTEP": {
                "description": "Maximum Bi-Section level for an load step",
                "type": "integer"
            },
            "ADSTEP": {
                "description": "Maximum allowable diverged steps",
                "type": "integer"
            },
            "bENEG": {
                "description": "Energy norm - Check Box",
                "type": "boolean"
            },
            "EV": {
                "description": "Energy norm - Value",
                "type": "number"
            },
            "bDISP": {
                "description": "Displacement norm - Check Box",
                "type": "boolean"
            },
            "DV": {
                "description": "Displacement norm - Value",
                "type": "number"
            },
            "bFORC": {
                "description": "Force norm - Check Box",
                "type": "boolean"
            },
            "FV": {
                "description": "Force norm - Value",
                "type": "number"
            },
            "bINC_PDL": {
                "description": "Include P-delta effect - Check Box",
                "type": "boolean"
            },
            "iITER": {
                "description": "Number of iterations",
                "type": "integer"
            },
            "TOL": {
                "description": "Convergence tolerance",
                "type": "number"
            },
            "bINC_TDE": {
                "description": "Include time dependent effect",
                "type": "boolean"
            },
            "bCNS": {
                "description": "Creep & Shrinkage check box",
                "type": "boolean"
            },
            "TYPE": {
                "description": "CR & SH - Type",
                "type": "string"
            },
            "iITER_CR": {
                "description": "Number of Creep Iteration",
                "type": "integer"
            },
            "TOL_CR": {
                "description": "Tolerance",
                "type": "number"
            },
            "bTTLE_CS": {
                "description": "Tendon tension loss effect",
                "type": "boolean"
            },
            "bRCE": {
                "description": "Consider Re-bar confinement effect",
                "type": "boolean"
            },
            "bVAR": {
                "description": "Variation of comp. Strength",
                "type": "boolean"
            },
            "bTTLE_ES": {
                "description": "Tendon tension loss effect (Elastic shortening)",
                "type": "boolean"
            },
            "iTTLE_ES": {
                "description": "Tendon tension loss effect - Type",
                "type": "integer"
            },
            "bAPPLY_ELA": {
                "description": "Apply time dependent effect elastic modulus to Post C.S",
                "type": "boolean"
            },
            "bOUCC": {
                "description": "Only User��s creep coefficient",
                "type": "boolean"
            },
            "bITS": {
                "description": "Internal time step for creep check box",
                "type": "boolean"
            },
            "iITS": {
                "description": "Internal time step for creep - Value",
                "type": "integer"
            },
            "bATS": {
                "description": "Auto time step generation for large time gap",
                "type": "boolean"
            },
            "iT10": {
                "description": "Time Gap : T >10",
                "type": "integer"
            },
            "iT100": {
                "description": "Time Gap : T >100",
                "type": "integer"
            },
            "iT1K": {
                "description": "Time Gap : T >1000",
                "type": "integer"
            },
            "iT5K": {
                "description": "Time Gap : T >5000",
                "type": "integer"
            },
            "iT10K": {
                "description": "Time Gap : T >10000",
                "type": "integer"
            },
            "bSD": {
                "description": "Consider stress decrease at Transfer Length Zone by Post-tension - Check Box",
                "type": "boolean"
            },
            "iSDOPT": {
                "description": "Stress decrease method - Linear / Constant",
                "type": "integer"
            },
            "SDCONST": {
                "description": "Constant - ratio value",
                "type": "number"
            },
            "iBSC": {
                "description": "Constant / Change with tendon",
                "type": "integer"
            },
            "vEREC": {
                "description": "",
                "type": "array",
                "items": {
                    "type": "object",
                    "properties": {
                        "LTYPECC": {
                            "description": "Erection load case name",
                            "type": "string"
                        },
                        "EREC": {
                            "description": "Load type for C.S",
                            "type": "string"
                        },
                        "vLCNAME": {
                            "description": "Load Case Name List",
                            "type": "array",
                            "items": {
                                "type": "string"
                            }
                        }
                    }
                }
            },
            "bSDLE": {
                "description": "Secondary Dead Load Effect for Grid Model",
                "type": "boolean"
            },
            "vSDLE": {
                "description": "Load Case",
                "type": "array",
                "items": {
                    "type": "string"
                }
            }
        }
    }
}


Examples

Linear Analysis and Indenpendent Stage

{
    "Assign": {
        "1": {
            "bLAST_FINAL": false,
            "FINAL_STAGE": "CS1",
            "iINC_NLA": 0,
            "iNLA_TYPE": 0,
            "bINC_PDL": true,
            "iITER": 30,
            "TOL": 0.01,
            "vEREC": [
                {
                    "LTYPECC": "Erection Load 1",
                    "EREC": "D",
                    "vLCNAME": [
                        "A",
                        "B"
                    ]
                },
                {
                    "LTYPECC": "Erection Load 2",
                    "EREC": "DC",
                    "vLCNAME": [
                        "C"
                    ]
                }
            ],
            "CPFC": "EXTERNAL",
            "bCONV": true,
            "bTRUSS": true,
            "bBEAM": true,
            "bCHANGE_CABLE": true,
            "bAPPLY_IMF": true,
            "bCAMBER": true,
            "bSD": true,
            "iSDOPT": 1,
            "SDCONST": 1,
            "iBSC": 0
        }
    }
}

Linear Analysis and Accumulative Stage

{
    "Assign": {
        "1": {
            "bLAST_FINAL": false,
            "FINAL_STAGE": "CS1",
            "iINC_NLA": 0,
            "iNLA_TYPE": 1,
            "bINC_PDL": true,
            "iITER": 30,
            "TOL": 0.01,
            "bINC_TDE": true,
            "bCNS": true,
            "TYPE": "BOTH",
            "iITER_CR": 5,
            "TOL_CR": 0.01,
            "bOUCC": false,
            "bITS": false,
            "iITS": 2,
            "bATS": true,
            "iT10": 2,
            "iT100": 5,
            "iT1K": 7,
            "iT5K": 10,
            "iT10K": 20,
            "bTTLE_CS": true,
            "bRCE": false,
            "bVAR": true,
            "bAPPLY_ELA": false,
            "bTTLE_ES": true,
            "iTTLE_ES": 0,
            "vEREC": [
                {
                    "LTYPECC": "Erection Load 1",
                    "EREC": "D",
                    "vLCNAME": [
                        "A",
                        "B"
                    ]
                },
                {
                    "LTYPECC": "Erection Load 2",
                    "EREC": "DC",
                    "vLCNAME": [
                        "C"
                    ]
                }
            ],
            "CPFC": "EXTERNAL",
            "bEXT_REPL": true,
            "bCONV": true,
            "bTRUSS": true,
            "bBEAM": true,
            "bCHANGE_CABLE": true,
            "bAPPLY_IMF": true,
            "bITD": true,
            "ITD": "GROUP",
            "GROUP": "Strt Group 1",
            "bLFFC": true,
            "LFFGR": "Strt Group 1",
            "bCAMBER": true,
            "bSD": true,
            "iSDOPT": 1,
            "SDCONST": 1,
            "iBSC": 0,
            "bCALC_CFF": true,
            "bCALC_CSP": true,
            "bSELFCONS": true,
            "bSAVE_OCS": true
        }
    }
}

Nonlinear Analysis and Indenpendent Stage

{
    "Assign": {
        "1": {
            "bLAST_FINAL": false,
            "FINAL_STAGE": "CS1",
            "iINC_NLA": 1,
            "iNLA_TYPE": 0,
            "iLSTEP": 1,
            "iMAXITER": 30,
            "CF": false,
            "BSSTEP": 5,
            "ADSTEP": 3,
            "bENEG": false,
            "EV": 0.01,
            "bDISP": true,
            "DV": 0.01,
            "bFORC": false,
            "FV": 0.01,
            "bIEMF": false,
            "CPFC": "EXTERNAL",
            "bCONV": true,
            "bTRUSS": true,
            "bBEAM": true,
            "bCHANGE_CABLE": true,
            "bCAMBER": true,
            "iBSC": 1
        }
    }
}

Nonlinear Analysis and Accumulative Stage

{
    "Assign": {
        "1": {
            "bLAST_FINAL": false,
            "FINAL_STAGE": "CS1",
            "iINC_NLA": 1,
            "iNLA_TYPE": 1,
            "iLSTEP": 1,
            "iMAXITER": 30,
            "CF": false,
            "BSSTEP": 5,
            "ADSTEP": 3,
            "bENEG": false,
            "EV": 0.01,
            "bDISP": true,
            "DV": 0.01,
            "bFORC": false,
            "FV": 0.01,
            "bINC_TDE": true,
            "bCNS": true,
            "TYPE": "BOTH",
            "iITER_CR": 5,
            "TOL_CR": 0.01,
            "bTTLE_CS": true,
            "bRCE": false,
            "bVAR": true,
            "bTTLE_ES": true,
            "iTTLE_ES": 0,
            "bAPPLY_ELA": false,
            "bOUCC": false,
            "bITS": false,
            "iITS": 2,
            "bATS": true,
            "iT10": 2,
            "iT100": 5,
            "iT1K": 7,
            "iT5K": 10,
            "iT10K": 20,
            "CPFC": "EXTERNAL",
            "bEXT_REPL": true,
            "bCONV": true,
            "bTRUSS": true,
            "bBEAM": true,
            "bCHANGE_CABLE": true,
            "bITD": true,
            "ITD": "GROUP",
            "GROUP": "Strt Group 1",
            "bLFFC": true,
            "LFFGR": "Strt Group 1",
            "bCAMBER": true,
            "iBSC": 1,
            "bCALC_CFF": true,
            "bCALC_CSP": true,
            "bSELFCONS": true,
            "bSAVE_OCS": false
        }
    }
}

Material Nonlinear Analysis and Accumulative Stage

{
    "Assign": {
        "1": {
            "bLAST_FINAL": false,
            "FINAL_STAGE": "CS1",
            "iINC_NLA": 2,
            "iNLA_TYPE": 1,
            "iLSTEP": 1,
            "iMAXITER": 30,
            "CF": false,
            "BSSTEP": 5,
            "ADSTEP": 3,
            "bENEG": false,
            "EV": 0.01,
            "bDISP": true,
            "DV": 0.01,
            "bFORC": false,
            "FV": 0.01
        }
    }
}


Specifications

No. Description Key Value Type Default Required

1

Final Stage Option

 • Last Stage: true

 • Other Stage: false

"bLAST_FINAL"

Boolean

false

Optional

2

Construction Stage Name

 • When "bLAST_FINAL" is false

"FINAL_STAGE"

String

-

Required

3

Analysis type

 • Linear Analysis: 0

 • Nonlinear Analysis ¹⁾: 1

 • Material Nonlinear Analysis ¹⁾: 2

"iINC_NLA"

Integer

0

Optional

4

Stage Option

 • Independent Stage: 0

 • Accumulative Stage: 1

"iNLA_TYPE"

Integer

0

Optional

Linear Analysis and Independent Stage

5

Include P-Delta Effect ²⁾

"bINC_PDL"

Boolean

false

Optional

-

Load Cases to be Distinguished from Dead Load for C.S. Output

6

Erection Load for Construction Stage

"vEREC"

Array
[Object]

Empty

Optional

(1)

Erection Load Case Name

"LTYPECC"

String

-

Required

(2)

Load Type for C.S ⁴⁾

"EREC"

String

-

Required

(3)

Load Case Name List

"vLCNAME"

Array
[String]

-

Required

-

Cable-Pretension Force Control

7

Cable-Pretensions Force Type

 • Internal Force: "INTERNAL"

 • External Force: "EXTERNAL"

"CPFC"

String

"INTERNAL"

Optional

-

Initial Force Control

8

Convert Final Stage Member Forces to Initial Forces for Post C.S

"bCONV"

Boolean

false

Optional

9

Truss

 • When the "bCONV" is true

"bTRUSS"

Boolean

false

Optional

10

Beam

 • When the "bCONV" is true

"bBEAM"

Boolean

false

Optional

11

Change Cable Element to Equivalent Truss Element for Post C.S.

"bCHANGE_CABLE"

Boolean

false

Optional

12

Apply Initial Member Force to C.S

"bAPPLY_IMF"

Boolean

false

Optional

-

Initial Displacement for C.S.

13

Apply Camber Displacement to C.S. (if defined)

"bCAMBER"

Boolean

false

Optional

-

Stress Decrease at Transfer Length Zone by Post-Tension

14

Stress Decrease at Transfer Length Zone by Post-Tension

"bSD"

Boolean

false

Optional

15

Stress Decrease Method

 • Linear Interpolation: 0

 • Constant Stress: 1

"iSDOPT"

Integer

0

Optional

16

Ratio Value for Constant Type

 • When the "iSDOPT" is 1

"SDCONST"

Number

0

Optional

-

Beam Section Property Changes

17

Beam Section Property Option

 • Constant: 0

 • Change with Tendon: 1

"iBSC"

Integer

0

Optional

Linear Analysis and Accumulative Stage

5

Include P-Delta Effect ²⁾

"bINC_PDL"

Boolean

false

Optional

6

Include Time Dependent Effect ³⁾

"bINC_TDE"

Boolean

false

Optional

-

Load Cases to be Distinguished from Dead Load for C.S. Output

7

Erection Load for Construction Stage

"vEREC"

Array
[Object]

Empty

Optional

(1)

Erection Load Case Name

"LTYPECC"

String

-

Required

(2)

Load Type for C.S. ⁴⁾

"EREC"

String

-

Required

(3)

Load Case Name List

"vLCNAME"

Array
[String]

-

Required

-

Secondary Dead Load Effect for Grid Model ᴶ⁾

8

Secondary Dead Load Effect for Grid Model

"bSDLE"

Boolean

false

Optional

9

Load Case Name List
(Grid Analysis Load)

"vSDLE"

Array
[String]

-

Required

-

Cable-Pretension Force Control

10

Cable-Pretensions Force Type

 • Internal Force: "INTERNAL"

 • External Force: "EXTERNAL"

"CPFC"

String

"INTERNAL"

Optional

11

External Force Type

 • Add: false

 • Replace: true

"bEXT_REPL"

Boolean

false

Optional

-

Initial Force Control

12

Convert Final Stage Member Forces to Initial Forces for Post C.S.

"bCONV"

Boolean

false

Optional

13

Truss

 • When the "bCONV" is true

"bTRUSS"

Boolean

false

Optional

14

Beam

 • When the "bCONV" is true

"bBEAM"

Boolean

false

Optional

15

Change Cable Element to Equivalent Truss Element for Post C.S.

"bCHANGE_CABLE"

Boolean

false

Optional

16

Apply Initial Member Force to C.S.

"bAPPLY_IMF"

Boolean

false

Optional

-

Initial Displacement for C.S.

17

Initial Tangent Displacement for Erected Structures

"bITD"

Boolean

false

Optional

18

Initial Tangent Displacement Type

 • All: "ALL"

 • Structure Group: "GROUP"

"ITD"

String

"ALL"

Optional

19

Structure Group Name for Initial Tangent Displacement

 • When the "ITD" is "GROUP"

"GROUP"

String

-

Required

20

Lack-of-Fit Force Control

"bLFFC"

Boolean

false

Optional

21

Structure Group Name

 • When the "bLFFC" is True

"LFFGR"

String

-

Required

22

Apply Camber Displacement to C.S. (if defined)

"bCAMBER"

Boolean

false

Optional

-

Stress Decrease at Transfer Length Zone by Post-Tension

23

Consider Stress Decrease at Transfer Length Zone by Post-Tension

"bSD"

Boolean

false

Optional

24

Stress Decrease Method

 • Linear Interpolation: 0

 • Constant Stress: 1

"iSDOPT"

Integer

0

Optional

25

Ratio Value for Constant Type

 • When the "iSDOPT" is 1

"SDCONST"

Number

0

Optional

-

Beam Section Property Changes

26

Beam Section Property Option

 • Constant: 0

 • Change with Tendon: 1

"iBSC"

Integer

0

Optional

-

Frame Output

27

Calculate Concurrent Forces of Frame

"bCALC_CFF"

Boolean

false

Optional

28

Calculate Output of Each Part of Composite Section

"bCALC_CSP"

Boolean

false

Optional

29

Self-Constrained Forces & Stresses

"bSELFCONS"

Boolean

false

Optional

30

Save Output of Current Stage (Beam/Truss)

"bSAVE_OCS"

Boolean

false

Optional

Nonlinear Analysis and Independent Stage

5

Include Equilibrium Element Nodal Forces

"bIEMF"

Boolean

false

Optional

-

Cable-Pretension Force Control

6

Cable-Pretensions Force Type

 • Internal Force: "INTERNAL"

 • External Force: "EXTERNAL"

"CPFC"

String

"INTERNAL"

Optional

-

Initial Force Control

7

Convert Final Stage Member Forces to Initial Forces for Post C.S.

"bCONV"

Boolean

false

Optional

8

Truss

 • When the "bCONV" is true

"bTRUSS"

Boolean

false

Optional

9

Beam

 • When the "bCONV" is true

"bBEAM"

Boolean

false

Optional

10

Change Cable Element to Equivalent Truss Element for Post C.S.

"bCHANGE_CABLE"

Boolean

false

Optional

-

Initial Displacement for C.S.

11

Apply Camber Displacement to C.S. (if defined)

"bCAMBER"

Boolean

false

Optional

-

Beam Section Property Changes

12

Beam Section Property Option

 • Constant: 0

 • Change with Tendon: 1

"iBSC"

Integer

0

Optional

Nonlinear Analysis and Accumulative Stage

5

Include Time Dependent Effect ³⁾

"bINC_TDE"

Boolean

false

Optional

-

Cable-Pretension Force Control

6

Cable-Pretensions Force Type

 • Internal Force: "INTERNAL"

 • External Force: "EXTERNAL"

"CPFC"

String

"INTERNAL"

Optional

7

External Force Type

 • Add: false

 • Replace: true

"bEXT_REPL"

Boolean

false

Optional

-

Initial Force Control

8

Convert Final Stage Member Forces to Initial Forces for Post C.S.

"bCONV"

Boolean

false

Optional

9

Truss

 • When the "bCONV" is true

"bTRUSS"

Boolean

false

Optional

10

Beam

 • When the "bCONV" is true

"bBEAM"

Boolean

false

Optional

11

Change Cable Element to Equivalent Truss Element for Post C.S.

"bCHANGE_CABLE"

Boolean

false

Optional

-

Initial Displacement for C.S.

12

Initial Tangent Displacement for Erected Structures

"bITD"

Boolean

false

Optional

13

Initial Tangent Displacement Type

 • All: "ALL"

 • Structure Group: "GROUP"

"ITD"

String

"ALL"

Optional

14

Structure Group Name for Initial Tangent Displacement

 • When the "ITD" is "GROUP"

"GROUP"

String

-

Required

15

Lack-of-Fit Force Control

"bLFFC"

Boolean

false

Optional

16

Structure Group Name

 • When the "bLFFC" is True

"LFFGR"

String

-

Required

17

Apply Camber Displacement to C.S. (if defined)

"bCAMBER"

Boolean

false

Optional

-

Beam Section Property Changes

18

Beam Section Property Option

 • Constant: 0

 • Change with Tendon: 1

"iBSC"

Integer

0

Optional

-

Frame Output

19

Calculate Concurrent Forces of Frame

"bCALC_CFF"

Boolean

false

Optional

20

Calculate Output of Each Part of Composite Section

"bCALC_CSP"

Boolean

false

Optional

21

Self-Constrained Forces & Stresses

"bSELFCONS"

Boolean

false

Optional

22

Save Output of Current Stage (Beam/Truss)

"bSAVE_OCS"

Boolean

false

Optional



¹⁾ JSON Structure for Nonlinear Analysis Control

No. Description Key Value Type Default Required

1

Number of Load Steps

"iLSTEP"

Integer

-

Required

2

Maximum Number of Iteration/Load Step

"iMAXITER"

Integer

-

Required

3

Considering Energy Norm

"bENEG"

Boolean

false

Optional

4

Energy Norm

"EV"

Number

-

Required

5

Considering Displacement Norm

"bDISP"

Boolean

false

Optional

6

Displacement Norm

"DV"

Number

-

Required

7

Considering Force Norm

"bFORC"

Boolean

false

Optional

9

Force Norm

"FV"

Number

-

Required

10

Convergence Failure

"CF"

Boolean

-

-

11

Maximum Bi-Section Level for an Load Step

"BSSTEP"

Integer

-

-

12

Maximum Allowable Diverged Steps

"ADSTEP"

Integer

-

-



²⁾ JSON Structure for P-Delta Analysis Control

No. Description Key Value Type Default Required

1

Number of Iterations

"iITER"

Integer

-

Required

2

Convergence Tolerance

"TOL"

Number

-

Required



³⁾ JSON Structure for Time Dependent Effect Control

No. Description Key Value Type Default Required

1

Creep & Shrinkage

"bCNS"

Boolean

false

Optional

2

Type

 • Creep: "CREEP"

 • Shrinkage: "SHRINK"

 • Creep & Shrinkage: "BOTH"

"TYPE"

String

-

Required

3

Number of Iterations

"iITER_CR"

Integer

-

Required

4

Tolerance

"TOL_CR"

Number

0

Optional

5

Only User’s Creep Coefficient

"bOUCC"

Boolean

false

Optional

6

Internal Time Step for Creep

"bITS"

Boolean

false

Optional

7

Time Step

"iITS"

Integer

-

Required

9

Auto Time Step Generation for Large Time Gap

"bATS"

Boolean

false

Optional

10

T > 10

"iT10"

Integer

-

Required

11

T > 100

"iT100"

Integer

-

Required

12

T > 1000

"iT1K"

Integer

-

Required

13

T > 5000

"iT5K"

Integer

-

Required

14

T > 10000

"iT10K"

Integer

-

Required

15

Tendon Tension Loss Effect (Creep & Shrinkage)

"bTTLE_CS"

Boolean

false

Optional

16

Consider Re-Bar Confinement Effect

"bRCE"

Boolean

false

Optional

17

Variation of Comp. Strength

"bVAR"

Boolean

false

Optional

18

Apply Time Dependent Effect Elastic Modulus to Post C.S.

"bAPPLY_ELA"

Boolean

false

Optional

19

Tendon Tension Load Effect (Elastic Shortening)

"bTTLE_ES"

Boolean

false

Optional

20

Loss Option

 • Change with Variation of Tendon Force: 0

 • Constant: 1

"iTTLE_ES"

Integer

0

Optional



⁴⁾ Erection Load Type for C.S.

No.

Descriptions

Value

1

Dead Load

"D"

2

Dead Load of Component and Attachments

"DC"

3

Dead Load of Wearing Surfaces and Utilities

"DW"

4

Earth Pressure

"EP"

5

Live Load

"L"

6

Wind Load on Structure

"W"

7

Temperature

"T"

8

Temperature Gradient

"TPG"

9

Earthquake

"E"

10

Erection Load

"ER"



ᴶ⁾ MIDAS CIVIL NX JP Version only

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