Function
- Analysis results of other structural analysis programs can be imported and checked in the post-processing of midas Civil.
- Prepare the analysis results in the 'fn.sar' file type, which is subsequently imported.
- The file extension does not have to be 'sar' at this time. As long as the format of preparation is identical, a text file type can be imported as well.
Call
From the main menu, select [Analysis] tab > [Perform] group > [Import Analysis Result]
Input
Open dialog box
How to prepare a 'fn.sar' file
1. * : Command
2. ** : Comments
3. UNITSYS, which defines the unit system, among all the commands must be positioned at the beginning of the file.
4. Among all the commands, ENDDATA must be present at the end of the file.
5. All other commands may be input without any particular order.
6. Commands and input data are separated by commas (,) or separate lines.
7. Member forces of the result data are input based on the element coordinate system.
8. Plane Strain and Axisymmetric elements cannot be used with other types of elements.
9. Only the results related to static loads can be loaded, and the results of response spectrum analysis, time history analysis, and other analyses cannot be loaded.
Unit system setting
| * UNITSYS |
|---|
| ** UNITSYS, [F], [L] |
|
** UNITSYS, [F], [L][F] : Force (kgf, tonf, N, kN, lbf, kips) [L] : Length (mm, cm, m, in, ft) If not specified, the variables "N" and "m" are recognized as their default meanings. |
| *UNITSYS, N, M |
Displacement results
| * DISPLACEMENT |
|---|
| ** NODE LC UX UY UZ RX RY RZ |
|
NODE : Node number LC : Load case/combination UX : Displacement component in GCS X-direction UY : Displacement component in GCS Y-direction UZ : Displacement component in GCS Z-direction RX : Rotational component about GCS X-axis RY : Rotational component about GCS Y-axis RZ : Rotational component about GCS Z-axis |
|
*DISPLACEMENT ** NODE LC UX UY UZ RX RY RZ **----- --- ------------ ------------ ------------ ----------- ------------ ------------ 1 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 2 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 3 1 0.65259E-02 0.15120E-04 0.37889E-04 -0.16407E-04 0.16921E-02 0.60696E-03 2 -0.30425E-02 0.51828E-02 0.47934E-02 -0.22010E-02 -0.63720E-03 -0.51901E-03 |
Reaction results
| * REACTION |
|---|
|
** REACTION FORCES & MOMENTS DEFAULT PRINTOUT. ** Node LC FX FY FZ MX MY MZ |
|
Node : Node number LC : Load case/combination FX : Reaction component in GCS X-direction FY : Reaction component in GCS Y-direction FZ : Reaction component in GCS Z-direction MX : Moment reaction component about GCS X- axis MY : Moment reaction component about GCS Y- axis MZ : Moment reaction component about GCS Z- axis |
|
*REACTION
** REACTION FORCES & MOMENTS DEFAULT PRINTOUT. ** Node LC FX FY FZ MX MY MZ **----- -------- ----------- ----------- ----------- ----------- ----------- ----------- 1 1 -0.61327E+06 0.80827E+03 -0.16350E+07 -0.21284E+04 -0.11593E+05 -0.16290E+01 2 -0.16197E+06 -0.17197E+05 -0.86578E+06 0.37674E+05 0.12826E+04 0.24060E+02 2 1 -0.64212E+06 -0.33776E+05 -0.23912E+06 -0.51874E+05 -0.40882E+05 0.50047E+04 2 0.42316E+06 -0.16080E+08 -0.41120E+08 -0.50456E+07 0.19841E+05 -0.23628E+04 |
Truss Force/Stress
| * TRUSS |
|---|
|
*** TRUSS ELEMENT FORCES DEFAULT PRINTOUT **ELEM LC FORCE-I FORCE-J STRESS-I STRESS-J |
|
ELEM : Element number LC : Load case/combination FORCE-I : Axial force at node i (N1) of the truss element FORCE-J : Axial force at node j (N2) of the truss element STRESS-I : Axial stress at node i (N1) of the truss element STRESS-J : Axial stress at node j (N2) of the truss element |
|
*TRUSS ** TRUSS ELEMENT FORCES DEFAULT PRINTOUT ** ELEM LC FORCE-I FORCE-J STRESS-I STRESS-J **------ ------ ----------- ----------- ----------- ----------- 3 1 -0.41799E+06 -0.41554E+06 -0.65794E+08 -0.65409E+08 2 0.56418E+06 0.56418E+06 0.88806E+08 0.88806E+08 2 1 0.85999E+06 0.85754E+06 0.13537E+09 0.13498E+09 2 0.22908E+06 0.22908E+06 0.36058E+08 0.36058E+08 |
Beam Force/Stress
| * BEAM |
|---|
|
**BEAM ELEMENT FORCES & MOMENTS & STRESS **ELEM LC PT AXIAL SHEAR-y SHEAR-z TORSION MOMENT-yMOMENT-z AXIAL SHEAR-y SHEAR-z BENDING-(+y) BENDING-(-y)BENDING- (+z) BENDING-(-z) |
|
ELEM : Element number LC : Load case/combination PT : Output location of element forces AXIAL : Axial force SHEAR-y : Shear force in the element's local y-direction SHEAR-z : Shear force in the element's local z-direction TORSION : Torsional moment about the element's local x-axis MOMENT-y : Bending moment about the element's local y-axis MOMENT-z : Bending moment about the element's local z-axis AXIAL : Axial stress SHEAR-y : Shear stress in the element's local y-direction SHEAR-z : Shear stress in the element's local z-direction BENDING-(+y) : Bending stress due to moment about the element's local y-axis BENDING-(-y) : Bending stress due to moment about the element's local y-axis BENDING- (+z) : Bending stress due to moment about the element's local z-axis BENDING-(-z) : Bending stress due to moment about the element's local z-axis |
|
*BEAM **BEAM ELEMENT FORCES & MOMENTS & STRESS ** ELEM LC PT AXIA SHEAR-y SHEAR-z TORSION MOMENT-y MOMENT-z AXIAL SHEAR-y SHEAR-z BEND(+y) BEND(-y) BEND(+z) BEND(-z) ** ---- -- -- ----- -------- ------- ------- --------- -------- ------- ------- -------- -------- -------- -------- -------- 2 1 I 0.10E+7 0.80E+3 0.43E+4 0.16E+1 0.11E+5 0.21E+4 0.16E+9 0.25E+6 0.29E+7 -0.13E+8 0.13E+8 -0.24E+8 0.24E+8 J 0.10E+7 0.80E+3 0.18E+4 0.16E+1 -0.38E+4 -0.19E+4 0.16E+9 0.25E+6 0.12E+7 0.11E+8 -0.11E+8 0.80E+7 -0.80E+7 2 I 0.70E+6 -0.15E+5 -0.12E+2 -0.24E+2 -0.12E+4 -0.37E+5 0.11E+9 -0.48E+7 -0.86E+4 0.23E+9 -0.23E+9 0.27E+7 -0.27E+7 J 0.70E+6 -0.13E+5 -0.12E+2 -0.24E+2 -0.12E+4 0.33E+5 0.11E+9 -0.40E+7 -0.86E+4 -0.20E+9 0.20E+9 0.25E+7 -0.25E+7 18 1 I 0.93E+4 0.88E+1 0.38E+4 0.20E+1 0.98E+4 0.99E+1 0.16E+7 0.24E+4 0.27E+7 -0.53E+5 0.53E+5 -0.22E+8 0.22E+8 J 0.93E+4 0.88E+1 0.89E+3 0.20E+1 -0.85E+3 -0.32E+2 0.16E+7 0.24E+4 0.54E+6 0.15E+6 -0.15E+6 0.16E+7 -0.16E+7 2 I 0.13E+7 -0.10E+4 -0.16E+4 -0.27E+1 -0.42E+4 -0.28E+4 0.13E+9 -0.33E=6 -0.86E+6 0.11E+8 -0.11E+8 0.94E+7 -0.94E+7 J 0.13E+7 0.13E+4 -0.16E+4 -0.27E+1 0.27E+4 -0.20E+4 0.13E+9 0.44E=6 -0.86E+6 0.16E+8 -0.16E+8 -0.44E+7 0.44E+7 |
Plane stress Force/Stress
| * PLANE STRAIN |
|---|
|
**PLANE STRESS ELEMENT FORCES (LOCAL) & STRESSES (LOCAL) **ELEM NODES LC NODE Fx Fy Sig-xx Sig-yy Sig-xy |
|
ELEM: Element number NODES: Number of nodes LC: Load case/combination NODE: Node number Fx: Axial force in the element's local x-direction (Value is not entered in element cent.) Fy: Axial force in the element's local y-direction (Value is not entered in element cent.) Sig-xx: Axial stress in the element's local x-direction Sig-yy: Axial stress in the element's local y-direction Sig-xy: Shear stress in the element's local x-y plane |
Plane strain Force/Stress
| * PLANE STRAIN |
|---|
|
**PLANE STRAIN ELEMENT FORCES(LOCAL) & STRESSES(LOCAL) **ELEM NODES LC NODE Fx Fz Sig-xx Sig-yy Sig-zz Sig-xz |
|
ELEM : Element number NODES : Number of nodes LC : Load case/combination NODE : Node number FX : Element internal force in the X-direction of the global coordinate system (No value is entered at the element centroid). FY : Element internal force in the Y-direction of the global coordinate system (No value is entered at the element centroid). FZ : Element internal force in the Z-direction of the global coordinate system (No value is entered at the element centroid). Sig-xx : Axial stress in the element's local x-direction Sig-yy : Axial stress in the element's local y-direction Sig-zz : Axial stress in the element's local z-direction. Sig-xz :Shear stress acting in the z-direction on a plane perpendicular to the element's local x-axis. |
Plate Force/Stress
| * PLATE |
|---|
|
**PLATE ELEMENT FORCES(LOCAL) & FORCES (LOCAL, UNIT LENGTH) & STRESSES(LOCAL) **ELEM NODES LC NODE Fx Fy Fz Mx My Mz Fxx Fyy FxyMxx Myy Mxy Vxx Vyy Sig-xx(T) Sig-yy(T) Sig-xy(T) Sig-xx(B)Sig-yy(B) Sig-xy(B) |
|
ELEM : Element number NODES : Number of nodes LC : Load case/combination NODE : Node number Fx : Axial force in the element's local x-direction (Value is not entered in element cent.) Fy : Axial force in the element's local y-direction (Value is not entered in element cent.) Fz : Axial force in the element's local z-direction (Value is not entered in element cent.) Mx : Moment force in the element's local x-direction (Value is not entered in element cent.) My : Moment force in the element's local y-direction (Value is not entered in element cent.) Mz : Moment force in the element's local z-direction (Value is not entered in element cent.) Fxx : Axial force per unit width in the element's local x-direction Fyy : Axial force per unit width in the element's local y-direction Fxy : Shear force per unit width in the element's local x-y plane Mxx : Bending moment per unit width relative to the element's local y-axis Myy : Bending moment per unit width relative to the element's local x-axis Mxy : Torsional moment per unit width about the element's local x-y axes Vxx : Shear force per unit width in the thickness (z) direction on the element's local y-z plane Vyy : Shear force per unit width in the thickness (z) direction on the element's local x-z plane Sig-xx(T) : Axial stress in the element's local x-direction (Top) Sig-yy(T) : Axial stress in the element's local y-direction (Top) Sig-xy(T) : Shear stress in the element's local x-y plane (Top) Sig-xx(B) : Axial stress in the element's local x-direction (Bot.) Sig-yy(B) : Axial stress in the element's local y-direction (Bot.) Sig-xy(B) : Shear stress in the element's local x-y plane (Bot.) |
|
*PLATE **PLATE ELEMENT FORCES(LOCAL) & FORCES (LOCAL, UNIT LENGTH) & STRESSES(LOCAL) **ELEM NODES LC NODE Fx Fy Fz Mx My Mz Fxx Fyy Fxy Mxx Myy Mxy Vxx Vyy Sig-xx(T) Sig-yy(T) Sig-xy(T) Sig-xx(B) Sig-yy(B) Sig-xy(B) **------------------------------------------------------------------------------------------------------------------------------------ 65 3 1 CENT 0.32 0.10 0.19 -0.15 -0.67 -0.20 0.11 -0.30 0.12 0.51 0.14 -0.57 -0.29 -0.10 8 -0.82 -0.48 0.32 0.12 -0.51 0.87 0.32 0.10 0.19 -0.15 -0.67 -0.20 0.11 -0.30 0.12 0.51 0.14 -0.57 -0.29 -0.10 2 0.33 -0.22 0.42 0.31 0.50 0.51 0.32 0.10 0.19 -0.15 -0.67 -0.20 0.11 -0.30 0.12 0.51 0.14 -0.57 -0.29 -0.10 3 0.48 0.27 0.21 0.10 -0.26 -0.60 0.32 0.10 0.19 -0.15 -0.67 -0.20 0.11 -0.30 0.12 0.51 0.14 -0.57 -0.29 -0.10 2 CENT 0.40 0.13 -0.23 0.64 0.24 0.14 -0.82 0.17 0.39 0.13 -0.24 0.40 0.13 -0.23 8 -0.10 0.59 0.77 -0.60 -0.34 0.21 0.40 0.13 -0.23 0.64 0.24 0.14 -0.82 0.17 0.39 0.13 -0.24 0.40 0.13 -0.23 2 0.16 -0.39 -0.68 -0.15 -0.23 0.50 0.40 0.13 -0.23 0.64 0.24 0.14 -0.82 0.17 0.39 0.13 -0.24 0.40 0.13 -0.23 3 -0.59 0.33 0.60 -0.89 -0.11 -0.26 0.40 0.13 -0.23 0.64 0.24 0.14 -0.82 0.17 0.39 0.13 -0.24 0.40 0.13 -0.23 |
Solid Force/Stress
| * SOLID |
|---|
|
**SOLID ELEMENT FORCES(LOCAL) & STRESSES(LOCAL) ** ELEM NODES LC NODE FX FY FZ Sig-xx Sig-yy Sig-zz Sig-xy Sig-yz Sig-xz |
|
ELEM : Element number NODES : Number of nodes LC : Load case/combination NODE : Node number FX : Element's internal force in GCS X-direction (Value is not entered in element cent.) FY : Element's internal force in GCS Y-direction (Value is not entered in element cent.) FZ : Element's internal force in GCS Z-direction (Value is not entered in element cent.) Sig-xx : Axial stress in the element's local x-direction Sig-yy : Axial stress in the element's local y-direction Sig-zz : Axial stress in the element's local z-direction Sig-xy : Shear stress in the element's local x-y plane Sig-yz : Shear stress in the element's local y-z plane Sig-xz : Shear stress in the element's local x-z plane |
|
*SOLID **SOLID ELEMENT FORCES(LOCAL) & STRESSES(LOCAL) ** ELEM NODES LC NODE FX FY FZ Sig-xx Sig-yy Sig-zz Sig-xy Sig-yz Sig-xz **----- ----- ---- ---- ----------- ----------- ----------- ---------- ---------- ---------- ---------- ---------- ---------- 16 4 1 CENT -0.1261E+06 -0.4556E+04 -0.1377E+06 0.3593E+06 0.1278E+05 0.3586E+06 26 0.1621E+07 -0.1516E+07 -0.1441E+07 -0.1261E+06 -0.4556E+04 -0.1377E+06 0.3593E+06 0.1278E+05 0.3586E+06 23 -0.3392E+07 -0.3427E+05 0.5208E+06 -0.1261E+06 -0.4556E+04 -0.1377E+06 0.3593E+06 0.1278E+05 0.3586E+06 27 -0.9265E+06 0.1497E+07 0.1494E+07 -0.1261E+06 -0.4556E+04 -0.1377E+06 0.3593E+06 0.1278E+05 0.3586E+06 32 0.1093E+07 0.5325E+05 -0.5741E+06 -0.1261E+06 -0.4556E+04 -0.1377E+06 0.3593E+06 0.1278E+05 0.3586E+06 2 CENT -0.2948E+06 -0.1609E+06 -0.1411E+06 0.3241E+06 0.4524E+06 -0.1301E+06 26 0.2579E+07 -0.2422E+07 0.2427E+07 -0.2948E+06 -0.1609E+06 -0.1411E+06 0.3241E+06 0.4524E+06 -0.1301E+06 23 -0.8084E+06 -0.1615E+07 -0.1297E+07 -0.2948E+06 -0.1609E+06 -0.1411E+06 0.3241E+06 0.4524E+06 -0.1301E+06 27 -0.1228E+07 0.9497E+06 -0.5422E+06 -0.2948E+06 -0.1609E+06 -0.1411E+06 0.3241E+06 0.4524E+06 -0.1301E+06 32 -0.5422E+06 0.1484E+07 -0.5879E+06 -0.2948E+06 -0.1609E+06 -0.1411E+06 0.3241E+06 0.4524E+06 -0.1301E+06 14 8 1 CENT -0.8835E+04 0.1138E+06 0.8895E+05 -0.1769E+06 -0.3828E+05 0.1546E+06 19 -0.3873E+06 0.4428E+04 0.1031E+06 0.4127E+05 0.5388E+06 -0.2423E+06 -0.1312E+06 -0.1534E+06 -0.2359E+06 20 -0.2278E+06 -0.1399E+07 0.8540E+05 0.1743E+06 -0.1657E+04 0.1189E+06 -0.1934E+06 0.7685E+05 -0.2981E+06 23 -0.4493E+07 -0.8775E+06 0.1249E+07 -0.5453E+06 -0.4508E+06 -0.4103E+06 -0.3420E+06 0.2254E+06 0.6074E+06 22 -0.3569E+07 0.3229E+07 -0.3661E+07 0.3349E+05 0.8014E+06 0.8894E+06 -0.2798E+06 -0.3020E+06 0.5452E+06 28 -0.5960E-07 -0.2235E-07 -0.7748E-06 -0.2688E+06 -0.2906E+06 -0.5584E+06 -0.2226E+06 0.8387E+05 0.1334E+04 29 0.2279E+06 -0.1451E+07 0.7685E+06 0.3099E+06 0.2090E+06 0.2485E+06 -0.1604E+06 -0.1604E+06 -0.6086E+05 32 -0.5392E+06 -0.6950E+06 0.1763E+07 0.2570E+05 -0.5363E+05 -0.9411E+05 -0.1186E+05 -0.1184E+05 0.3701E+06 31 -0.6339E+06 0.1189E+07 -0.3079E+06 0.1587E+06 0.1585E+06 0.7598E+06 -0.7406E+05 -0.6472E+05 0.3079E+06 2 CENT 0.1114E+06 0.1365E+05 0.1597E+06 -0.1961E+06 0.1867E+06 0.1248E+05 19 0.4901E+06 0.1422E+05 -0.1616E+07 0.2933E+06 -0.1162E+06 -0.4114E+05 -0.5365E+06 -0.1553E+06 0.2186E+05 20 0.3036E+07 -0.5286E+07 -0.3227E+07 0.5868E+06 0.4102E+06 0.6997E+06 -0.5986E+06 0.5288E+06 -0.4031E+05 23 -0.1453E+07 -0.4297E+07 0.9224E+06 -0.7267E+05 0.1484E+06 -0.3262E+05 -0.5154E+06 0.4456E+06 0.6528E+05 22 -0.2385E+07 0.8980E+05 -0.7317E+05 -0.2901E+05 -0.4092E+05 0.1311E+05 -0.4532E+06 -0.7210E+05 0.3093E+04 28 -0.2156E-07 -0.4984E-06 -0.1186E-06 0.3418E+05 -0.9151E+05 -0.9513E+04 0.1441E+06 -0.4299E+05 0.1342E+06 29 0.1377E+07 0.1194E+06 0.1748E+06 0.7784E+05 -0.1479E+06 0.4815E+06 0.2063E+06 0.4165E+06 0.7206E+05 32 -0.1758E+06 -0.2508E+06 0.2442E+07 -0.1463E+06 -0.2232E+06 -0.6425E+05 0.1230E+06 0.3332E+06 -0.4710E+05 31 -0.8898E+06 -0.1112E+05 0.1377E+07 0.1471E+06 0.1703E+06 0.2313E+06 0.6088E+05 0.4027E+05 -0.1092E+06 |
Warning & Error message
| Node results | |
|---|---|
| 1 |
If the node number defined in the results file does not exist in the model. --- WARNING : THE MODEL HAS NO CORRESPONDING NODE ID = 3 : LINE = 4 |
| 2 |
If the results file contains duplicate definitions for the same node number. --- WARNING : ALREADY ALLOCATED RESULTS : OVERWRITE RESULT OF NODE = 3 AT LINE = 4 |
| 3 |
If the results file contains duplicate definitions for the same load case number for a single node. --- WARNING : ALREADY ALLOCATED RESULTS : OVERWRITE RESULT OF LOADCASE = 2 AT LINE = 4 |
| 4 |
If the results file lacks definitions for the specified load case(s). --- WARNING : 4 LOADCASES ARE MISSING : LINE = 5 (If there is a single load case missing in the results file.: --- WARNING : 1 LOADCASE IS MISSING : LINE = 5) |
| 5 |
If the number of properly recognized nodes in the results file is less than the total number of nodes in the model. (If the results file defines more nodes than the model, unmatched numbers are ignored, and if there are duplicates, they are overwritten.) --- WARNING : THERE IS A MISMATCH IN THE NUMBER OF NODES(RESULT = 2, MODEL = 3) PLEASE CHECK MODEL & *.SAR FILE |
| 6 |
If the LOADCASE number defined in the results file is not present in the model. --- WARNING : THE MODEL HAS NO CORRESPONDING LOADCASE = 3 : LINE = 9 |
| 7 |
If the number of load cases does not match or if it does not conform to the format. ERROR : THERE IS A MISMATCH IN THE *.SAR FILE FORMAT OR LOADCASE NUMBER AT LINE = 3 PLEASE CHECK MODEL & *.SAR FILE |
| 8 |
If it does not conform to the format, excluding the aforementioned cases. ERROR : THERE IS A MISMATCH IN THE *.SAR FILE FORMAT AT LINE= 10 PLEASE CHECK MODEL & *.SAR FILE |
| 9 |
Message when completed. IMPORTING COMPLETE. NUMBER OF RESULTS = ',I6) |
| Element results | |
|---|---|
| 1 |
When the element numbers defined in the result file do not exist in the model. --- WARNING : THE MODEL HAS NO CORRESPONDING ELEMENT ID= 3 : LINE = 4 |
| 2 |
When the results defined in the result file are duplicated for the same node number. --- WARNING : ALREADY ALLOCATED RESULTS : OVERWRITE RESULT OF ELEMENT = 3 AT LINE = 4 |
| 3 |
When the same load case results are duplicated for a single element in the result file. --- WARNING : ALREADY ALLOCATED RESULTS : OVERWRITE RESULT OF ELEMENT = 3, LOADCASE = 2 AT LINE = 7 |
| 4 |
When there are insufficiently defined load cases in the result file. --- WARNING : 4 LOADCASES ARE MISSING : LINE = 5 (--- WARNING : 1 LOADCASE IS MISSING : LINE = 5) |
| 5 |
When the number of properly recognized elements in the result file is fewer than the number of elements in the model. (If the result file contains more element definitions, those with non-matching numbers are ignored, and duplicates overwrite each other.) --- WARNING : THERE IS A MISMATCH IN THE NUMBER OF ELEMENTS (RESULT = 2, MODEL = 3) PLEASE CHECK MODEL & *.SAR FILE |
| 6 |
When the node numbers assigned to elements in the result file do not match those in the model for 2D and 3D elements. --- WARNING : THE ELEMENT (ID = 7 ) EXPECTED NODE ID = 8 : LINE = 9 |
| 7 |
When the LOAD CASE number defined in the result file does not exist in the model. --- WARNING : THE MODEL HAS NO CORRESPONDING LOADCASE = 3 : LINE = 9 |
| 8 |
When the number of LOAD CASEs does not match or the format is not compatible. ERROR : THERE IS A MISMATCH IN THE *.SAR FILE FORMAT OR LOADCASE NUMBER AT LINE = 3 PLEASE CHECK MODEL & *.SAR FILE |
| 9 |
When the element TYPEs do not match each other. ERROR : ELEMENT TYPE IS DIFFERENT. ELEMENT ID=3 IS BEAM ELEMENT : LINE = 7 |
| 10 |
When the number of nodes does not match between 2D and 3D elements. ERROR : THE ELEMENT (ID = 3 ) HAS 4 NODES. LINE = 8 |
| 11 |
When the FORMAT does not match, excluding the mentioned cases. ERROR : THERE IS A MISMATCH IN THE *.SAR FILE FORMAT AT LINE= 10 PLEASE CHECK MODEL & *.SAR FILE |
| 12 |
Message when completed. IMPORTING ELEMENT RESULTS COMPLETE. RESULT NO = 3 |