Strut loads in Plaxis 2D?

Dear all,

When we obtain strut loads from plaxis 2D as kN do we multiply by 2 to account for the loads being from both sides.

As shown in the figure below, during excavation, the strut element will experience active earth pressures from both sides (side 1 and 2),

for this the obtained value will be multiplied by 2 or it is the maximum and final value.