The normal stresses can be calculated in rod (1):
σ1=F1A1
=(11.077 kN)(1,000 N/kN)70.0 mm2 =158.2 MPa (tension)
and in rod (2):
σ2=F2A2 =(-79.012 kN)(1,000 N/kN)625.0 mm2 =126.4 MPa (compression)