Based on maximum compressive stress:
Normal force:
$N = P \cos 20^{\circ}$
Normal area:
$A_N = 50 (100 \sec 20^\circ)$
$A_N = 5320.89 \, \text{mm}^2$
$N = \sigma A_N$
$P \cos 20^\circ = 20 (5320.89)$
$P = 113\,247 \, \text{N}$
$P = 133.25 \, \text{kN}$
Based on maximum shearing stress:
Shear force:
$V = P \sin 20^\circ$
Shear area:
$A_V = A_N$
$A_V = 5320.89 \, \text{mm}^2$
$V = \tau A_V$
$P \sin 20^\circ = 5 (5320.89)$
$P = 77\,786 \, \text{N}$
$P = 77.79 \, \text{kN}$
For safe compressive force use
$P = 77.79 \, \text{ kN}$ answer