From S.26.11,
\sigma_l=-90.4 N / mm ^2 (the load is now compressive)
\begin{aligned}& \sigma_{ t }=-93.4 N / mm ^2 \\& \tau_{ lt }=105 N / mm ^2\end{aligned}Then
\begin{aligned}& \sigma_1 / X_{ C }=90.4 /1000=0.09 \\& \sigma_{ t } / Y_{ C }=93.4 / 200=0.47 \\& \tau_{ lt}=105 / 70=1.5\end{aligned}Therefore the plies fail in shear only.