/
[UFIG] Result Diagram Screenshot

[UFIG] Result Diagram Screenshot

 

POST {{hosturl}}/VIEW/CAPTURE

 

  • Introduce Input Data Symbols

API - Value Type

Input Data

API - Value Type

Input Data

Integer

🔴

Essential

String

❌

Unnecessary

Boolean

🔺

Optional

Real

 

 

 

  • The required Input Data for defining Screenshot setting

NO.

Name

API - Key

API - Value Type

Default

Result Diagram

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"

 

🔺

 

  • Result Mode ("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

 

  • Component ("RESULT_COMP")

NO COMPONENT SUB_COMP. (1) SUB_COMP. (2) "RESULT_COMP" "RESULT_COMP_SUB" 1 FX 0 2 FY 1 3 FZ 2 4 FXYZ 3 5 MX 4 6 MY 5 7 MZ 6 8 MXYZ 7 9 Mb 8 10 Local (if defined)
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
NO COMPONENT SUB_COMP. (1) SUB_COMP. (2) "RESULT_COMP" "RESULT_COMP_SUB" 1 All 0 2 Tens. 1 3 Comp. 2
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
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
NO COMPONENT SUB_COMP. (1) SUB_COMP. (2) "RESULT_COMP" "RESULT_COMP_SUB" 1 Sax 0 2 Say 1 3 Saz 2 4 Sby 3 5 Sbz 4 6 Combined Maximum 5 0 1 (-y , +z) 5 1 2 (+y , +z) 5 2 3 (+y , -z) 5 3 4 (-y , -z) 5 4
NO COMPONENT SUB_COMP. (1) SUB_COMP. (2) "RESULT_COMP" "RESULT_COMP_SUB" 1 Normal 0 2 Tau_xy 1 3 Tau_xz 2 4 Von-Mises 3 5 Max-Shear 4 6 Princ. (max) 5 7 Princ. (min) 6 1-1 Position Maximum 8 1-2 1 (-y, +z) 0 1-3 2 (+y, +z) 1 1-4 3 (+y, -z) 2 1-5 4 (-y, -z) 3 1-6 5 (N.A, -y) 4 1-7 6 (N.A, +y) 5 1-8 7 (N.A, -z) 6 1-9 8 (N.A, +z) 7
NO COMPONENT SUB_COMP. (1) SUB_COMP. (2) "RESULT_COMP" "RESULT_COMP_SUB" 1 Position 1 0 2 Position 2 1 3 Position 3 2 4 Position 4 3 5 Position 5 4 6 Position 6 5 7 Position 7 6 8 Position 8 7 9 Position 9 8 10 Position 10 9 11 Position 11 10 12 Position 12 11 13 Position 13 12 14 Position 14 13 15 Position 15 14 16 Position 16 15 17 Max 16 18 Min 17 19 Max/Min 18 20 Abs Max 19 1-1 Components Sig-xx(Axial) 0 1-2 Sig-xx(Moment-y) 1 1-3 Sig-xx(Moment-z) 2 1-4 Sig-xx(Bar) 3 1-5 Sig-xx(Summation) 4 1-6 Sig-zz 5 1-7 Sig-xz(shear) 6 1-8 Sig-xz(torsion) 7 1-9 Sig-xz(bar) 8 1-10 Sig-Is(shear) 9 1-11 Sig-Is(shear+torsion) 10 1-12 Sig-Ps1 11 1-13 Sig-Ps2 12 1-14 7th DOF Sax(Warping) Ssy(Mt) Ssy(Mw) Ssz(Mt) Ssz(Mw) Combined(Ssy) Combined(Ssz)
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 1-4 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 3 Element 개발 필요 4 Avg. Nodal Avg. Nodal Active Only 개발 필요 5 Top 개발 필요 6 Bottom 개발 필요 7 Both Side 개발 필요 8 Abs Max 개발 필요
NO COMPONENT SUB_COMP. (1) SUB_COMP. (2) "RESULT_COMP" "RESULT_COMP_SUB" 1 Md-X 0 2 Md-Y 1 3 Md-Z 2 4 Md-XY 8 5 Md-YZ 9 6 Md-XZ 10 7 Md-XYZ 3 Result for Rotations (API only) 아래는 제품에서 볼 수 없고, 해석결과와 매치해봤을 때 아래와 같을 것이다라는 추론결과입니다. Rd-X 4 Rd-Y 5 Rd-Z 6

이 위까지 썼습니다 추가 작성 필요..!!!

 

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
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
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

 

 

  • The JSON format example for inputting Screenshot setting

{ "Argument": { "UFIG_LIST" : [ { "OUTPUT_PATH" : "C:\\MIDAS\\Image\\Diagram1.jpg" , "IS_PRE_MODE" : false, "VIEW_HORIZONTAL" : 0, "VIEW_VERTICAL" : 0, "LOADCASE_MINMAX" : "ALL", "LOADCASE_TYPE" : "CB", "LOADCASE_NAME" : "LCB1", "CURRENTMODE" : 6, "RESULT_COMP" : 10, "POST_DISP_OPT" : { "PRINT_VALUE" : true, "VALUE_DECIMAL_PT" : 3, "PRINT_LEGEND" : true, "LEGEND_DECIMAL_PT" : 3 } } ] } }