Modeling E
==============

E-modeling is similar to D-modeling, except that there is no transverse reinforcement.


Results
----------

The values of :math:`\mathit{SIXX}` are recorded at node :math:`\mathrm{NO1}` (no test on :math:`\mathit{SIYY}` in the absence of transverse reinforcements because the stresses are only calculated in the main direction of the reinforcements)


+-------+---------------------+-------------+-----+
|       |:math:`\mathit{SIXX}`                    |
+-------+---------------------+-------------+-----+
|Instant|Reference            |*Aster_code* |Ecart|
+-------+---------------------+-------------+-----+
|1      |2.09416E+08          |2.09416E+08  |0    |
+-------+---------------------+-------------+-----+
|2      |— 1.21555E+08        |— 1.21555E+08|0    |
+-------+---------------------+-------------+-----+
|3      |— 1.82862E+08        |— 1.82862E+08|0    |
+-------+---------------------+-------------+-----+
|4      |1.52164E+08          |1.52164E+08  |0    |
+-------+---------------------+-------------+-----+
|5      |2.02506E+08          |2.02506E+08  |0    |
+-------+---------------------+-------------+-----+
|6      |—7.59307E+07         |—7.59307E+07 |0    |
+-------+---------------------+-------------+-----+

**Notes:**

*The results shown are given in the reference frame* :math:`({X}_{\mathrm{ref}},{Y}_{\mathrm{ref}})` *making an angle of* :math:`0°` *with respect to* :math:`(X,Y)` *.*