Input URI
|
{base url} + db/MVCTch |
|---|
Active Methods
|
POST, GET, PUT, DELETE |
|---|
JSON Schema
Details
"MVCTCH": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"POINT": {
"description": "LoadPoint",
"type": "string"
},
"iIGP": {
"description": "Influencegeneratingpoints",
"type": "integer"
},
"UNUMT": {
"description": "Number/Lineelement",
"type": "integer"
},
"DIST": {
"description": "Distancebetweenpoints",
"type": "number"
},
"PLATE": {
"description": "Analysisresult-Plate",
"type": "string"
},
"bSTRCALC": {
"description": "Stress-CheckBox",
"type": "boolean"
},
"FRAME": {
"description": "Analysisresult-Frame",
"type": "string"
},
"bCSTRCALC": {
"description": "Combinedstress-CheckBox",
"type": "boolean"
},
"bREAC": {
"description": "Reactions",
"type": "boolean"
},
"bRG": {
"description": "AllorGroup",
"type": "boolean"
},
"RGN": {
"description": "Groupname",
"type": "string"
},
"bDISP": {
"description": "Displacements",
"type": "boolean"
},
"bDG": {
"description": "AllorGroup",
"type": "boolean"
},
"DGN": {
"description": "Groupname",
"type": "string"
},
"bFM": {
"description": "Forces/Moments",
"type": "boolean"
},
"bFG": {
"description": "AllorGroup",
"type": "boolean"
},
"FGN": {
"description": "Groupname",
"type": "string"
},
"bL": {
"description": "Elastic/Generallinks",
"type": "boolean"
},
"bLG": {
"description": "AllorGroup",
"type": "boolean"
},
"LGN": {
"description": "Groupname",
"type": "string"
},
"bIF": {
"description": "Impactfactor-CheckBox",
"type": "boolean"
},
"iCODETYPE": {
"description": "CodeType",
"type": "integer"
},
"iNFM": {
"description": "Naturalfrequencymethod",
"type": "integer"
},
"iSLCM": {
"description": "Spanlength(L)",
"type": "integer"
},
"bBC": {
"description": "Vehicleloadclass-CheckBox",
"type": "boolean"
},
"iBC": {
"description": "Vehicleloadclass-type",
"type": "integer"
},
"FREQ": {
"description": "FrequencyData-JTGD60-2015/JTG04",
"type": "object",
"properties": {
"USER_F": {
"description": "f[Hz]",
"type": "number"
},
"SBEM_L": {
"description": "L",
"type": "number"
},
"SBEM_E": {
"description": "E",
"type": "number"
},
"SBEM_IC": {
"description": "Ic",
"type": "number"
},
"SBEM_MC": {
"description": "mc",
"type": "number"
},
"CBEM_A": {
"description": "a",
"type": "number"
},
"CBEM_B": {
"description": "b",
"type": "number"
},
"CBEM_L": {
"description": "L",
"type": "number"
},
"CBEM_E": {
"description": "E",
"type": "number"
},
"CBEM_IC": {
"description": "Ic",
"type": "number"
},
"CBEM_MC": {
"description": "mc",
"type": "number"
},
"iARCH_TYPE": {
"description": "ArchBridgeType",
"type": "integer"
},
"ARCH_N": {
"description": "n",
"type": "number"
},
"ARCH_F": {
"description": "f",
"type": "number"
},
"ARCH_L": {
"description": "L",
"type": "number"
},
"ARCH_E": {
"description": "E",
"type": "number"
},
"ARCH_IC": {
"description": "Ic",
"type": "number"
},
"ARCH_MC": {
"description": "mc",
"type": "number"
},
"CABL_A": {
"description": "a",
"type": "number"
},
"CABL_L": {
"description": "L",
"type": "number"
},
"SUSP_L": {
"description": "L",
"type": "number"
},
"SUSP_E": {
"description": "E",
"type": "number"
},
"SUSP_I": {
"description": "I",
"type": "number"
},
"SUSP_HG": {
"description": "Hg",
"type": "number"
},
"SUSP_M": {
"description": "m",
"type": "number"
}
}
},
"BRIDGE1": {
"description": "BridgeData-OtherCodes",
"type": "object",
"properties": {
"BTYPE": {
"description": "BridgeType",
"type": "string"
},
"RC_C1L1": {
"description": "Case1-L1",
"type": "number"
},
"RC_C1F1": {
"description": "Case1-F1",
"type": "number"
},
"RC_C1L2": {
"description": "Case1-L2",
"type": "number"
},
"RC_C1F2": {
"description": "Case1-F2",
"type": "number"
},
"RC_bCASE2": {
"description": "Case2-CheckBox",
"type": "boolean"
},
"RC_C2L1": {
"description": "Case2-L1",
"type": "number"
},
"RC_C2F1": {
"description": "Case2-F1",
"type": "number"
},
"RC_C2L2": {
"description": "Case2-L2",
"type": "number"
},
"RC_C2F2": {
"description": "Case2-F2",
"type": "number"
},
"RC_GROUP": {
"description": "StructureGroupName",
"type": "string"
},
"STL_C1V1": {
"description": "Case1-Value1",
"type": "number"
},
"STL_C1V2": {
"description": "Case1-Value2",
"type": "number"
},
"STL_bCASE2": {
"description": "Case2-CheckBox",
"type": "boolean"
},
"STL_C2V1": {
"description": "Case2-Value1",
"type": "number"
},
"STL_C2V2": {
"description": "Case2-Value2",
"type": "number"
},
"STL_GROUP": {
"description": "StructureGroupName",
"type": "string"
},
"MBRG_RL1": {
"description": "ImpactFactorofLaneLoads-L1Value",
"type": "number"
},
"MBRG_RF1": {
"description": "ImpactFactorofLaneLoads-F1Value",
"type": "number"
},
"MBRG_RL2": {
"description": "ImpactFactorofLaneLoads-L2Value",
"type": "number"
},
"MBRG_RF2": {
"description": "ImpactFactorofLaneLoads-F2Value",
"type": "number"
},
"MBRG_RF3": {
"description": "ImpactFactorofLaneLoads-F3Value",
"type": "number"
},
"MBRG_RF4": {
"description": "ImpactFactorofLaneLoads-F4Value",
"type": "number"
},
"MBRG_CF1": {
"description": "ImpartFactorofVehicleLoads-Value1",
"type": "number"
},
"MBRG_CF2": {
"description": "ImpartFactorofVehicleLoads-Value2",
"type": "number"
},
"MBRG_CF3": {
"description": "ImpartFactorofVehicleLoads-Value3",
"type": "number"
},
"TRAIN_SUB_TYPE": {
"description": "SubType",
"type": "string"
},
"TRAIN_NUMERATOR": {
"description": "Value1",
"type": "number"
},
"TRAIN_DENOMINATOR": {
"description": "Value2",
"type": "number"
},
"TRAIN_H": {
"description": "SurchargeThinkness",
"type": "number"
},
"TRAIN_bCLSL": {
"description": "ApplyLoadedSpanLength-CheckBox",
"type": "number"
},
"TRAIN_bALSL": {
"description": "ApplyLoadedSpanLength-CheckBox",
"type": "number"
},
"TRAIN_LAMBDA": {
"description": "Lambda",
"type": "number"
},
"TRAIN_F": {
"description": "fValue",
"type": "number"
},
"TRAIN_GROUP": {
"description": "GroupName",
"type": "string"
}
}
},
"BRIDGE2": {
"description": "BridgeData-Q/CR9300-2018,TB10002-2017",
"type": "object",
"properties": {
"BTYPE": {
"description": "BridgeType",
"type": "string"
},
"METHOD": {
"description": "Method",
"type": "string"
},
"SIMPLE_U": {
"description": "SimpleSupportU",
"type": "number"
},
"SIMPLE_L": {
"description": "SimpleSupportL",
"type": "number"
},
"COMPO_U": {
"description": "CompositeBridgeU",
"type": "number"
},
"COMPO_L": {
"description": "CompositeBridgeL",
"type": "number"
},
"CONC_U": {
"description": "RCConcreteU",
"type": "number"
},
"CONC_L": {
"description": "RCConcreteL",
"type": "number"
},
"CONC_H": {
"description": "RCConcreteH",
"type": "number"
},
"ARCH_U": {
"description": "ArchBridgeU",
"type": "number"
},
"ARCH_L": {
"description": "ArchBridgeL",
"type": "number"
},
"ARCH_LAMBDA": {
"description": "ArchBridgeLambda",
"type": "number"
},
"ARCH_F": {
"description": "ArchBridgef",
"type": "number"
},
"bCHECK": {
"description": "ConcreteLoadedLengthCheckBox",
"type": "boolean"
},
"MU1": {
"description": "muValue1",
"type": "number"
},
"MU2": {
"description": "muValue2",
"type": "number"
},
"MU3": {
"description": "muValue3",
"type": "number"
},
"bLFAI": {
"description": "Lfaiautomaticcalculation-CheckBox",
"type": "boolean"
},
"LFAI": {
"description": "Lfai",
"type": "number"
},
"bLENGTH": {
"description": "Applyloadedspanlength-CheckBox",
"type": "boolean"
},
"MUR1": {
"description": "muReductionValue1",
"type": "number"
},
"MUR2": {
"description": "muReductionValue2",
"type": "number"
},
"MUR3": {
"description": "muReductionValue3",
"type": "number"
},
"HC": {
"description": "hc",
"type": "number"
},
"GROUP": {
"description": "GroupName",
"type": "string"
}
}
}
}
}
}
Examples
Moving Load Analysis Control
"Assign": {
"1": {
"POINT": "INF",
"iIGP": 0,
"UNUMT": 3,
"PLATE": "NODAL",
"bSTRCALC": true,
"FRAME": "AXIAL",
"bCSTRCALC": true,
"bREAC": true,
"bRG": false,
"RGN": "",
"bDISP": true,
"bDG": false,
"DGN": "",
"bFM": true,
"bFG": false,
"FGN": "",
"bL": true,
"bLG": false,
"LGN": "",
"bIF": true,
"iCODETYPE": 0,
"iNFM": 0,
"bBC": true,
"iBC": 0,
"FREQ": {
"USER_F": 2.3
}
}
}
}
Specifications
| No. | Description | Key | Value Type | Default | Required | |
|---|---|---|---|---|---|---|
|
1 |
Load Point Selection • Influence Line Dependent Point: "INF" • All Points: "ALL" |
"POINT" |
String |
- |
Required |
|
|
2 |
Influence Generating Points • Number/Line Element: 0 • Distance between Points: 1 |
"iIGP" |
Integer |
0 |
Optional |
|
|
3 |
Number/Line Element |
"UNUMT" |
Integer |
- |
Required |
|
|
4 |
Distance between Points |
"DIST" |
Number |
- |
Required |
|
|
Analysis Results - Plate |
||||||
|
5 |
Options • Center: "CENTER" • Center + Nodal: "NODAL" |
"PLATE" |
String |
- |
Required |
|
|
6 |
Stress • Active/Inactive |
"bSTRCALC" |
Boolean |
false |
Optional |
|
|
Analysis Results - Frame |
||||||
|
7 |
Options • Normal: "NORMAL" • Normal + Concurrent Force/Stress: "AXIAL" |
"FRAME" |
String |
- |
Required |
|
|
8 |
Combined Stress • Active/Inactive |
"bCSTRCALC" |
Boolean |
false |
Optional |
|
|
Calculation Filters - Reactions |
||||||
|
9 |
Reactions • Active/Inactive |
"bREAC" |
Boolean |
false |
Optional |
|
|
10 |
Option • All: false • Structure Group: true |
"bRG" |
Boolean |
false |
Optional |
|
|
11 |
Structure Group Name • When the "bRG" is true |
"RGN" |
String |
- |
Required |
|
|
Calculation Filters - Displacements |
||||||
|
12 |
Displacements • Active/Inactive |
"bDISP" |
Boolean |
false |
Optional |
|
|
13 |
Option • All: false • Structure Group: true |
"bDG" |
Boolean |
false |
Optional |
|
|
14 |
Structure Group Name • When the "bDG" is true |
"DGN" |
String |
- |
Required |
|
|
Calculation Filters - Forces/Moments |
||||||
|
15 |
Elastic/General Links • Active/Inactive |
"bFM" |
Boolean |
false |
Optional |
|
|
16 |
Option • All: false • Boundary Group: true |
"bFG" |
Boolean |
false |
Optional |
|
|
17 |
Boundary Group Name • When the "bLG" is true |
"FGN" |
String |
- |
Required |
|
|
Calculation Filters - Elastic/General Links |
||||||
|
18 |
Elastic/General Links • Active/Inactive |
"bL" |
Boolean |
false |
Optional |
|
|
19 |
Option • All: false • Boundary Group: true |
"bLG" |
Boolean |
false |
Optional |
|
|
20 |
Boundary Group Name • When the "bLG" is true |
"LGN" |
String |
- |
Required |
|
|
Vehicle Load Class |
||||||
|
21 |
Vehicle Load Class • Active/Inactive |
"bBC" |
Boolean |
false |
Optional |
|
|
22 |
Vehicle Load Class • Class I: 0 • Class II: 1 |
"iBC" |
Integer |
0 |
Required |
|
|
Impact Factor |
||||||
|
23 |
Impact Factor • Active/Inactive |
"bIF" |
Boolean |
false |
Optional |
|
|
24 |
Code Type • JTG D60-2015/JTG04: 0 • Other Codes: 1 • TB 10002-2017: 2 • Q/CR 9300-2018: 3 |
"iCODETYPE" |
Integer |
- |
Required |
|
|
25 |
Span Length • Span Length by Lane Input: 0 • Loaded Length by Influence Line: 1 |
"iSLCM" |
Integer |
- |
Required |
|
|
When the Code Type is JTG D60-2015/JTG04 |
||||||
|
26 |
Natural Frequency Method • User Input: 0 • Simple Beam: 1 • Continuous Beam: 2 • Arch Bridge: 3 • Cable Stayed Bridge: 4 • Suspension Bridge: 5 |
"iNFM" |
Integer |
- |
Required |
|
|
27 |
Natural Frequency Data |
"FREQ" |
Object |
- |
Required |
|
|
User Defined |
||||||
|
(1) |
Frequency |
"USER_F" |
String |
- |
Required |
|
|
Simple Beam |
||||||
|
(1) |
Length, L |
"SBEM_L" |
Number |
- |
Required |
|
|
(2) |
Elastic Modulus, E |
"SBEM_E" |
Number |
- |
Required |
|
|
(3) |
Moment Inertia, I |
"SBEM_IC" |
Number |
- |
Required |
|
|
(4) |
Mass, mc |
"SBEM_MC" |
Number |
- |
Required |
|
|
Continuous Beam |
||||||
|
(1) |
Factor, a |
"CBEM_A" |
Number |
- |
Required |
|
|
(2) |
Factor, b |
"CBEM_B" |
Number |
- |
Required |
|
|
(3) |
Length, L |
"CBEM_L" |
Number |
- |
Required |
|
|
(4) |
Elastic Modulus, E |
"CBEM_E" |
Number |
- |
Required |
|
|
(5) |
Moment Inertia, I |
"CBEM_IC" |
Number |
- |
Required |
|
|
(6) |
Mass, mc |
"CBEM_MC" |
Number |
- |
Required |
|
|
Arch Bridge |
||||||
|
(1) |
Arch Bridge • Arch with Uniform Section Rib/General Arch: 0 • Arch with Tapered Section Rib: 1 |
"iARCH_TYPE" |
Integer |
- |
Required |
|
|
(2) |
Factor, n |
"ARCH_N" |
Number |
- |
Required |
|
|
(3) |
Frequency, f |
"ARCH_F" |
Number |
- |
Required |
|
|
(4) |
Length, L |
"ARCH_L" |
Number |
- |
Required |
|
|
(5) |
Elastic Modulus, E |
"ARCH_E" |
Number |
- |
Required |
|
|
(6) |
Moment Inertia, I |
"ARCH_IC" |
Number |
- |
Required |
|
|
(7) |
Mass, mc |
"ARCH_MC" |
Number |
- |
Required |
|
|
Cable Stayed Bridge |
||||||
|
(1) |
Factor, a |
"CABL_A" |
Number |
- |
Required |
|
|
(2) |
Length, L |
"CABL_L" |
Number |
- |
Required |
|
|
Suspension Bridge |
||||||
|
(1) |
Length, L |
"SUSP_L" |
Number |
- |
Required |
|
|
(2) |
Elastic Modulus, E |
"SUSP_E" |
Number |
- |
Required |
|
|
(3) |
Moment Inertia, I |
"SUSP_I" |
Number |
- |
Required |
|
|
(4) |
Force, Hg |
"SUSP_HG" |
Number |
- |
Required |
|
|
(5) |
Mass, m |
"SUSP_M" |
Number |
- |
Required |
|
|
When the Code Type is Other Code |
||||||
|
26 |
Bridge Data |
"BRIDGE1" |
Object |
- |
Required |
|
|
(1) |
Bridge Type • RC: "RC" • Steel: "STEEL" • Old Urban Bridge: "MBRG" • Train(Subway): "TRAIN" |
"BTYPE" |
String |
- |
Required |
|
|
RC |
||||||
|
(2) |
Case 1: L1 |
"RC_C1L1" |
Number |
- |
Required |
|
|
(3) |
Case 1: F1 |
"RC_C1F1" |
Number |
- |
Required |
|
|
(4) |
Case 1: L2 |
"RC_C1L2" |
Number |
- |
Required |
|
|
(5) |
Case 1: F2 |
"RC_C1F2" |
Number |
- |
Required |
|
|
(6) |
Case II • Active/Inactive |
"RC_bCASE2" |
Boolean |
false |
Optional |
|
|
(7) |
Case 2: L1 |
"RC_C2L1" |
Number |
- |
Required |
|
|
(8) |
Case 2: F1 |
"RC_C2F1" |
Number |
- |
Required |
|
|
(9) |
Case 2: L2 |
"RC_C2L2" |
Number |
- |
Required |
|
|
(10) |
Case 2: F2 |
"RC_C2F2" |
Number |
- |
Required |
|
|
(11) |
Structure Group Name |
"RC_GROUP" |
String |
Blank |
Optional |
|
|
Steel |
||||||
|
(2) |
Case 1: V1 |
"STL_C1V1" |
Number |
- |
Required |
|
|
(3) |
Case 1: V2 |
"STL_C1V2" |
Number |
- |
Required |
|
|
(4) |
Case II • Active/Inactive |
"STL_bCASE2" |
Boolean |
false |
Optional |
|
|
(5) |
Case 2: V1 |
"STL_C2V1" |
Number |
- |
Required |
|
|
(6) |
Case 2: V2 |
"STL_C2V2" |
Number |
- |
Required |
|
|
Old Urban Bridge |
||||||
|
(2) |
Impact Factor of Lane Loads: L1 |
"MBRG_RL1" |
Number |
- |
Required |
|
|
(3) |
Impact Factor of Lane Loads: F1 |
"MBRG_RF1" |
Number |
- |
Required |
|
|
(4) |
Impact Factor of Lane Loads: L2 |
"MBRG_RL2" |
Number |
- |
Required |
|
|
(5) |
Impact Factor of Lane Loads: F2 |
"MBRG_RF2" |
Number |
- |
Required |
|
|
(6) |
Impact Factor of Lane Loads: F3 |
"MBRG_RF3" |
Number |
- |
Required |
|
|
(7) |
Impact Factor of Lane Loads: F4 |
"MBRG_RF4" |
Number |
- |
Required |
|
|
(8) |
Impact Factor of Vehicle Loads: F1 |
"MBRG_CF1" |
Number |
- |
Required |
|
|
(9) |
Impact Factor of Vehicle Loads: F2 |
"MBRG_CF2" |
Number |
- |
Required |
|
|
(10) |
Impact Factor of Vehicle Loads: F3 |
"MBRG_CF3" |
Number |
- |
Required |
|
|
Train(Subway) |
||||||
|
(2) |
Sub-Type • Simply Supported or Continuous Steel Bridge: "SIMPLE" • Composite Bridge (Steel & Concrete): "COMPOSITE" • R.C. or Concrete, Stone, Culvert and Rigid Frame: "RCCONC" • R.C. Arch Bridge: "RCARCH" |
"TRAIN_SUB_TYPE" |
String |
- |
Required |
|
|
(3) |
Value 1 |
"TRAIN_NUMERATOR" |
Number |
- |
Required |
|
|
(4) |
Value 2 |
"TRAIN_DENOMINATOR" |
Number |
- |
Required |
|
|
- |
Only for R.C. or Concrete, Stone, Culvert and Rigid Frame |
|||||
|
(5) |
Surcharge Thickness |
"TRAIN_H" |
Number |
- |
Required |
|
|
(6) |
Apply Loaded Span Length • Not Consider: 0 • Consider: 1 |
"TRAIN_bCLSL" |
Integer |
- |
Required |
|
|
(7) |
Structure Group Name |
"TRAIN_GROUP" |
String |
- |
Required |
|
|
- |
Only for R.C. Arch Bridge |
|||||
|
(5) |
Lambda |
"TRAIN_LAMBDA" |
Number |
- |
Required |
|
|
(6) |
f |
"TRAIN_F" |
Number |
- |
Required |
|
|
(7) |
Apply Loaded Span Length • Not Consider: 0 • Consider: 1 |
"TRAIN_bALSL" |
Integer |
- |
Required |
|
|
(8) |
Structure Group Name |
"TRAIN_GROUP" |
String |
- |
Required |
|
|
When the Code Type is TB 10002-2017 or Q/CR 8200-2018 |
||||||
|
26 |
Bridge Data |
"BRIDGE2" |
Object |
- |
Required |
|
|
(1) |
Bridge Type • Passenger-Freight Mixed Line or Heavy Haul Railway Bridge: "RAILWAY" • High Speed or Intercity Railway Bridge: "RAILBRG" • High Speed or Intercity Railway Culvert: "RAILCUL" |
"BTYPE" |
String |
- |
Required |
|
|
Passenger-Freight Mixed Line or Heavy Haul Railway Bridge |
||||||
|
(2) |
Sub-Type • Simply Supported or Continous Steel Bridge: "SIMPLE" • Composite Bridge (Steel & Concrete): "COMPOSITE" • R.C. or Concrete, Stone, Culvert and Rigid Frame: "RCCONC" • R.C. Arch Bridge: "RCARCH" |
"METHOD" |
String |
- |
Required |
|
|
- |
Only for Simply Supported or Continuous Steel Bridge |
|||||
|
(3) |
Value 1 |
"SIMPLE_U" |
Number |
- |
Required |
|
|
(4) |
Value 2 |
"SIMPLE_L" |
Number |
- |
Required |
|
|
- |
Only for Composite Bridge (Steel & Concrete) |
|||||
|
(3) |
Value 1 |
"COMPO_U" |
Number |
- |
Required |
|
|
(4) |
Value 2 |
"COMPO_L" |
Number |
- |
Required |
|
|
- |
Only for R.C. or Concrete, Stone, Culvert and Rigid Frame |
|||||
|
(3) |
Value 1 |
"CONC_U" |
Number |
- |
Required |
|
|
(4) |
Value 2 |
"CONC_L" |
Number |
- |
Required |
|
|
(5) |
Surcharge Thickness |
"CONC_H" |
Number |
- |
Required |
|
|
(6) |
Apply Loaded Span Length • Not Consider: false • Consider: true |
"bCHECK" |
Boolean |
false |
Optional |
|
|
(7) |
Structure Group Name |
"GROUP" |
String |
- |
Required |
|
|
- |
Only for R.C. Arch Bridge |
|||||
|
(3) |
Value 1 |
"ARCH_U" |
Number |
- |
Required |
|
|
(4) |
Value 2 |
"ARCH_L" |
Number |
- |
Required |
|
|
(5) |
Lambda |
"ARCH_LAMBDA" |
Number |
- |
Required |
|
|
(6) |
f |
"ARCH_F" |
Number |
- |
Required |
|
|
(7) |
Apply Loaded Span Length • Not Consider: false • Consider: true |
"bCHECK" |
Boolean |
false |
Optional |
|
|
(8) |
Structure Group Name |
"GROUP" |
String |
- |
Required |
|
|
High Speed or Intercity Railway Bridge |
||||||
|
(2) |
Value 1 to Calculate mu |
"MU1" |
Number |
- |
Required |
|
|
(3) |
Value 2 to Calculate mu |
"MU2" |
Number |
- |
Required |
|
|
(4) |
Value 3 to Calculate mu |
"MU3" |
Number |
- |
Required |
|
|
(5) |
Apply Loaded Span Length • Not Consider: false • Consider: true |
"bLFAI" |
Boolean |
false |
Optional |
|
|
(6) |
Lfai • When the "bLFAI" is false |
"LFAI" |
Number |
- |
Required |
|
|
(7) |
Apply Loaded Span Length <strong>• </strong>When the "bLFAI" is true ◦ Not Consider: false ◦ Consider: true |
"bCHECK" |
Boolean |
false |
Optional |
|
|
(8) |
Structure Group Name |
"GROUP" |
String |
- |
Required |
|
|
High Speed or Intercity Railway Culvert |
||||||
|
(2) |
Value 1 to Calculate mu |
"MU1" |
Number |
- |
Required |
|
|
(3) |
Value 2 to Calculate mu |
"MU2" |
Number |
- |
Required |
|
|
(4) |
Value 3 to Calculate mu |
"MU3" |
Number |
- |
Required |
|
|
(5) |
Apply Loaded Span Length • Not Consider: false • Consider: true |
"bLFAI" |
Boolean |
false |
Optional |
|
|
(6) |
Lfai • When the "bLFAI" is false |
"LFAI" |
Number |
- |
Required |
|
|
(7) |
Apply Loaded Span Length <strong>• </strong>When the "bLFAI" is true ◦ Not Consider: false ◦ Consider: true |
"bLENGTH" |
Boolean |
false |
Optional |
|
|
(8) |
Structure Group Name |
"GROUP" |
String |
- |
Required |
|
|
(9) |
Value 1 to Calculate mu Reduction |
"MUR1" |
Number |
- |
Required |
|
|
(10) |
Value 2 to Calculate mu Reduction |
"MUR2" |
Number |
- |
Required |
|
|
(11) |
Value 3 to Calculate mu Reduction |
"MUR3" |
Number |
- |
Required |
|
|
(12) |
Surcharge Thickness |
"HC" |
Number |
- |
Required |
|