METAL WOOD BEAM WITH COMBINED WALL
The purpose of this work is to substantiate the use of a combined wall made of steel transversely corrugated and flat sheets, metal-wood beam. The article presents finite element models of beams with various structural solutions of the wall, the results and analysis of numerical experiments carried out using the LIRA-SAPR software package. The forms of buckling of walls with safety factors, deformed schemes and isofields of the distribution of normal and tangential stresses were obtained.