4. Summary of results#
The table shows the main drawbars found in the reference model and the two models shown.
Tirant |
Strength [N] |
Length [m] |
\({A}_{s}\) [] |
Steel per element [m3] |
Total steel [] |
||
C_ PLAN |
SCHEMA = “SECTION” |
T2 |
4,13E+06 |
8,26E-03 |
1.24 |
0.010255 |
0.011256 |
Q3 |
3,16E+06 |
6,32E-03 |
0.16 |
0.001 |
|||
T1 |
5,80E-02 |
1,00E-06 |
1.38 |
1,38E-6 |
|||
SCHEMA = “TOPO” |
T1 |
4,13E+06 |
8,26E-03 |
1.24 |
0.010255 |
0.011255 |
|
T2 |
3,16E+06 |
6,32E-03 |
0.16 |
0.001 |
|||
D_ PLAN |
SCHEMA = “SECTION” |
T4 |
1.06E-02 |
1,00E-06 |
0.90 |
9,01E-07 |
0.010257 |
Q3 |
1,16E-02 |
1,00E-06 |
0.96 |
0.010255 |
|||
T2 |
4,13E+06 |
8,26E-03 |
1.24 |
0.001 |
|||
T5 |
3,16E+06 |
6,32E-03 |
0.16 |
1.38E-06 |
|||
T1 |
5,80E-02 |
1,00E-06 |
1.38 |
1.38E-06 |
|||
SCHEMA = “TOPO” |
T2 |
4,13E+06 |
8,26E-03 |
1.24 |
0.010255 |
0.011258 |
|
T5 |
3,16E+06 |
6,32E-03 |
0.16 |
0.001 |
|||
T1 |
5,80E-02 |
1,00E-06 |
1.38 |
1.38E-06 |
|||
Q3 |
1,16E-02 |
1,00E-06 |
0.96 |
9,55E-07 |
|||
T4 |
1.06E-02 |
1,00E-06 |
0.90 |
9,01E-07 |
Table 4-1 : summary of results.
Table 4-1 shows the pull elements that have a section size greater than the minimum cross section SECTION_MINI. The total quantity of steel is calculated taking into account all the pulling elements. The results obtained by Code_Aster are non-regression values.