Rather than starting from the standard textbook assumption list, we can work backward from the basic requirement that every truss member behaves purely as a two-force member (axial tension or compression only, no bending).
For a member to carry only axial force with no internal bending moment, the joint connecting it to the rest of the structure must be incapable of transmitting a moment into the member; it must act as a hinge that allows free rotation.
Only a frictionless, moment-free connection preserves the two-force-member assumption that underlies all truss analysis.
Therefore, the correct answer is smooth pins.