“…Few more articles are dedicated to specific construction engineering problems. 8,9 Zoric and Trajkovic-Milenkovic 8 develop a semi-analytical mathematical model for solving elastoplastic deflection of prismatic fixed-end beams with circular cross-sections loaded by lateral displacement at one end of the beam, suitable for different engineering applications. Homogenous and isotropic beams with bilinear elastoplastic strain hardening behavior are covered in the proposed solution.…”