Can someone guide how to apply uniaxial strain in MoS2 monolayer? say here is the POSCAR

MoS2

1.00

 3.16    0         0

-1.58   2.736   0

 0        0          31

S Mo

2 1

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how will we apply uniaxial tensile strain (say 0.2 %)along x-axis? I mean how base vectors will change? Should it be like

MoS2

1.00

3.16*1.002        0          0

-1.58                 2.736   0 

  0                     0          31

S Mo

2 1

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