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Code Block
POST {{hosturl}}/VIEW/CAPTURE

...

NO.

Name

API - Key

API - Value Type

Default

Result Diagram

1

Image Capture Setting

"UFIG_LIST"

🔴

General Option

2

Perform Analysis Option

"RUN_ANALYSIS"

??

FALSE

🔺

3

Image File Save Path & file name

"OUTPUT_PATH"

🇸

🔴

4

Select Mode

  • before Analysis : true

  • After Analysis : false

"IS_PRE_MODE"

🇧

FALSE

🔺

5

Hidden option

"HIDDEN"

🇧

FALSE

🔺

Angle of View

6

Horizontal

"VIEW_HORIZONTAL"

🇷

0

🔺

7

Vertical

"VIEW_VERTICAL"

🇷

0

🔺

Select Load Case

8

Min/Max Case

  • All : “ALL”

  • Max : “MAX”

  • Min : “MIN”

"LOADCASE_MINMAX"

🇸

🔴

9

Load Case Type

  • Static Load Case : “ST”

  • General Comb : “CB”

  • Concrete Comb. “CBC”

  • Steel Comb. : “CBS”

"LOADCASE_TYPE"

🇸

🔴

10

Load Case Name

"LOADCASE_NAME"

🇸

🔴

Result Diagtam Display Option

11

Result Mode

  • Beam Force Diagram : 6

"CURRENTMODE"

🇮

🔴

Result Mode Name

"CURRENTMODE_NAME"

🔺

12

Component

  • Axial (Fx) : 0

  • Shear-y (Fy) : 1

  • Shear-z (Fz) : 2

  • TORSION (Mx) : 3

  • MOMENT-y (My) : 4

  • MOMENT-z (Mz) : 5

  • SHEAR-y,z (Fyz) : 9

  • MOMENT-y,z (Myz) : 10

"RESULT_COMP"

🇮

🔴

13

"POST_DISP_OPT"

🔴

14

Value Display

"PRINT_VALUE"

🇧

🔴

15

Exponential Form

"PRINT_VALUE_EXP"

🇧

FALSE

🔺

16

Value Decimal Point

"VALUE_DECIMAL_PT"

🇮

🔴

17

Legend Display

"PRINT_LEGEND"

🇧

🔴

18

Exponential Form

"PRINT_LEGEND_EXP"

🇧

FALSE

🔺

19

Legend Decimal Point

"LEGEND_DECIMAL_PT"

🇮

🔴

Value Output Detailes

20

MinMax Only Option

"VALUE_MINMAX_ONLY"

🇧

🔺

21

MinMax Type

  • Min & Max : “MIN MAX”

  • Abs Max : “ABS MAX”

  • Max : “MAX”

  • Min : “MIN”

"VALUE_MINMAX_ONLY_TYPE"

🇸

🔺

22

Limit Scale (%)

  • 0~100

"VALUE_LIMIT_SCALE"

🇮

🔺

23

Set Orientation

  • multiples of 15

"VALUE_ORIENTATION"

🇮

🔺

...

Expand
title"CURRENTMODE"

No

"CURRENTMODE_NAME"

"CURRENTMODE"

Reactions

1

REACTION FORCES/MOMENTS

17

Deformations

2

DEFORMED SHAPE

1

3

DISPLACEMENT CONTOUR

2

Beam Element

4

BEAM FORCES/MOMENTS

4

5

BEAM DIAGRAMS

6

6

BEAM STRESSES

11

7

BEAM STRESSES DIAGRAM

80

8

BEAM STRESSES(EQUIVALENT)

112

9

BEAM STRESSES(PSC)

76

Plate Element

10

PLATE FORCES/MOMENTS

9

11

PLANE-STRESS/PLATE STRESSES

12

12

PLANE STRAIN STRESSES

13

Solid Element

13

SOLID STRESSES

15

Truss Element

14

TRUSS FORCES

3

15

TRUSS STRESSES

10

Mode Shapes

16

VIBRATION MODE SHAPES

18

17

BUCKLING MODE SHAPES

19

18

NODAL RESULTS OF RS

86

Time History Analysis

19

TIME HISTORY DISPL/VEL/ACCEL

61

20

TIME HISTORY FORCES

77

21

TIME HISTORY FORCES DIAGRAM

78

...

Expand
titleDeformed Shape & Displacement Contour

NO

COMPONENT

SUB_COMP. (1)

SUB_COMP. (2)

"RESULT_COMP"

"RESULT_COMP_SUB"

1

DX

0

2

DY

1

3

DZ

2

4

DXY

8

5

DYZ

9

6

DXZ

10

7

DXYZ

3

8

Local (if defined)

Displacement Contour only

(Displacement Shape 에서도 제품에는 없으나 아래 번호가 동작함)

9

RX

4

10

RY

5

11

RX

6

12

RW

7

...

Expand
titleBeam Forces / Moments & Beam Diagrams

NO

COMPONENT

SUB_COMP. (1)

SUB_COMP. (2)

"RESULT_COMP"

"RESULT_COMP_SUB"

1

Fx

0

2

Fy

1

3

Fz

2

4

Mx

3

5

My

4

6

Mz

5

7

Mb

6

8

Mt

7

9

Mw

8

Beam Diagrams only

10

Fyz

9

11

Myz

10

Expand
titlePlate Forces / Moments

NO

COMPONENT

SUB_COMP. (1)

SUB_COMP. (2)

"RESULT_COMP"

"RESULT_COMP_SUB"

1

Fxx

0

2

Fyy

1

3

Fxy

2

4

Fmax

3

5

Fmin

4

6

FMax

14

7

Mxx

6

8

Myy

7

9

Mxy

8

10

Mmax

9

11

Mmin

10

12

MMax

15

13

Vxx

12

14

Vyy

13

15

Vmax

16

16

Wood Armer Moment

17

WoodArmer 정보 추가 필요

17

Fvector or Mvector

Positive

5 or 11

bVectorPositive 추가 필요

Negative

5 or 11

bVectorNegative 추가 필요

Length

5 or 11

dScFactor 작업 필요

Thickness

UFIG 동작 X

...

Expand
titlePlane Strain Stresses / Axisymmetirc Stress

NO

COMPONENT

SUB_COMP. (1)

SUB_COMP. (2)

"RESULT_COMP"

"RESULT_COMP_SUB"

1

Local

1-1

Componenets

Sig-xx

10

1-2

Sig-yy

11

1-3

Sig-xy

12

1-7

Vector

Positive

13

bVectorPositive 작업 필요

Negative

13

bVectorNegative 작업 필요

Length

13

dScFactor 작업 필요

Thickness

동작 X

2

UCS

2-1

Componenets

Sig-xx

0

2-2

Sig-yy

1

2-3

Sig-zz

2

2-4

Sig-xy

3

2-5

Sig-yz

4

2-6

Sig-xz

5

2-7

Sig-max

6

2-8

Sig-min

7

2-9

Sig-eff

8

2-10

Max-Shear

9

2-11

Sig-p1

2-12

Sig-p2

2-13

Sig-p3

2-14

Sig-pmax

3

Element

4

Avg. Nodal

Avg. Nodal Active Only

Plane-Stress/Plate Stresses only

5

Top

6

Bottom

7

Both Side

8

Abs Max

Expand
titleNodal Result of RS

NO

COMPONENT

SUB_COMP. (1)

SUB_COMP. (2)

"RESULT_COMP"

"RESULT_COMP_SUB"

1

Initial Force

1-1

Components

FX

1-2

FY

1-3

FZ

1-4

MX

1-5

NY

1-6

MZ

1-7

Mb

1-8

FXY

1-9

FYZ

1-10

FXZ

1-11

FXYZ

2

Acceleration

2-1

Components

DX

2-2

DY

2-3

DZ

2-4

RX

2-5

RY

2-6

RZ

2-7

RW

2-8

DXY

2-9

DYZ

2-10

DXZ

2-11

DXYZ

3

Mode

Expand
titleTime History Results - Displ/Vel/Accel & Force & Force Diagram

NO

COMPONENT

SUB_COMP. (1)

SUB_COMP. (2)

"RESULT_COMP"

"RESULT_COMP_SUB"

1

Function

2

TH Load Case Name

3

Step

4

Time Function

5

Displ.

6

Vel.

7

Accel.

Displ/Vel/Accel

1-1

Components

DX

1-2

DY

1-3

DZ

1-4

DXY

1-5

DYZ

1-6

DXZ

1-7

DXYZ

Time History Force & Force Diagram

2-1

Components

Fx

2-2

Fy

2-3

Fz

2-4

Mx

2-5

My

2-6

Mz

...