def A12_6_2_3(Ppl, GammaRPcl = 1.10):
    """
    A.12.6.2.3 Axial compressive local strength check
    
    Non-circular prismatic members subjected to axial compressive 
    forces, Puc, due to factored actions should satisfy:
    Puc <= Ppl / GammaRPcl
    Where:
    Ppl is the representative local axial compressive strength of 
        a non-circular prismatic member;
    GammaRPcl is the partial resistance factor for local axial 
              compressive strength;
    """
    #
    print("")
    print("A.12.6.2.3 Axial compressive local strength check")
    Puc = Ppl / GammaRPcl
    print("Puc  = {: 1.4e}".format(Puc))
    #
    return Puc
    #