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

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


+-------+------------------+------+------------+------------------+----------+--------------+
|       |                  |Tirant|Strength [N]|:math:`{A}_{s}` []|Length [m]|Total steel []|
+-------+------------------+------+------------+------------------+----------+--------------+
|       |Reference         |T1    |1.07E+06    |2.69E-03          |3         |0.0215        |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T2    |1.33E+06    |2.4E-03           |5,6       |              |
+-------+------------------+------+------------+------------------+----------+--------------+
|C_ PLAN|SCHEMA = 'SECTION'|T1    |1.27E+06    |2.54E-03          |1.81      |0.0203        |
+       +                  +------+------------+------------------+----------+              +
|       |                  |Q3    |3.49E+05    |6.99E-04          |2.75      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T5    |3.74E-01    |1.00E-06          |3.84      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T2    |1.26E+06    |2.52E-03          |5.35      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T6    |4.34E-01    |1.00E-06          |5.45      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T4    |1.08E+05    |2.15E-04          |1.47      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T7    |1.22E-01    |1.00E-06          |6.37      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T8    |2.30E-01    |1.00E-06          |5.80      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T9    |1.00E+00    |1.00E-06          |4.20      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T10   |1.09E-01    |1.00E-06          |4.25      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T11   |4.13E-01    |1.00E-06          |1.47      |              |
+       +------------------+------+------------+------------------+----------+--------------+
|       |SCHEMA = 'TOPO'   |T2    |1.33E+06    |2.65E-03          |1.81      |0.0205        |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T1    |1.34E+06    |2.68E-03          |5.35      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |Q3    |2.59E+05    |5.17E-04          |2.75      |              |
+-------+------------------+------+------------+------------------+----------+--------------+
|D_ PLAN|SCHEMA = 'SECTION'|T1    |3.19E+06    |6.39E-03          |6.55      |0.042         |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T2    |4.29E-02    |1.00E-06          |5.09      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |Q3    |5.72E-03    |1.00E-06          |6.37      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T4    |9.31E-04    |1.00E-06          |5.80      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T5    |3.10E-02    |1.00E-06          |4.20      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T6    |9.44E-05    |1.00E-06          |1.47      |              |
+       +------------------+------+------------+------------------+----------+--------------+
|       |SCHEMA = 'TOPO'   |T1    |2.73E+06    |5.47E-03          |5.09      |0.057         |
+       +                  +------+------------+------------------+----------+              +
|       |                  |T2    |2.28E+06    |4.56E-03          |4.20      |              |
+       +                  +------+------------+------------------+----------+              +
|       |                  |Q3    |1.00E+06    |2.00E-03          |5.02      |              |
+-------+------------------+------+------------+------------------+----------+--------------+

 **Table** 4-1 **:** **Summary of results**

Table 4-1 shows the pull elements that have a section size greater than the minimum cross section. The total quantity of steel is calculated taking into account all the pulling elements.

The C_ PLAN modeling presents a variation of 6% compared to the solution proposed in reference [:ref:`Schlaich et al., 1987 <Schlaich et al., 1987>`]. The results obtained by Code_Aster are non-regression values.