Summary of results
======================

The table shows the main drawbars found in the reference model and the two models shown.


+-------+------------------+------+------------+----------+------------------+----------------------+--------------+
|       |                  |Tirant|Strength [N]|Length [m]|:math:`{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.