8 integration points in dat using cps3 and cps4 elements for plane stress

CPS3 is expanded to C3D6 (linear wedge) so it has 2 integration points. CPS4 is expanded to C3D8 (linear hexahedron) so it has 8 integration points. Indeed those elements may have non-zero stresses in the thickness direction: Discrepancy in Element Stiffness Matrix Output using Substructure Approach - #29 by vicmw