Elastic flexural-torsional buckling of steel members of monosymmetric I-shape sections

<ns3:p>Problems of computation and graphical interpretation aspects of the relationship between the maximum moment Mcr,N of the member bent about the major axis, and the compressive axial force N. Detailed considerations are related to a monosymmetric I-shape section of prismatic simply supported members with the ends of free warping and under the uniformly distributed load qz over the entire length. The obtained results are compared with those based on the analytical solution available in literature and with those from the computer program LTBeamN</ns3:p>