STRUCTURAL SOLUTION AND METHOD OF CALCULATION OF GLUED LAMINATED TIMBER BEAM AND COLUMN JOINTS

Array

Authors

  • S. Shekhorkina State Higher Educational Institution «Prydniprovska State Academy of Civil Engineering and Architecture»
  • М. Savytskyi State Higher Educational Institution «Prydniprovska State Academy of Civil Engineering and Architecture»
  • Т. Kovtun-Gorbachova State Higher Educational Institution «Prydniprovska State Academy of Civil Engineering and Architecture»

Keywords:

joint, glued laminated timber, beam, column, bearing capacity

Abstract

The current trend in the construction industry is the development of projects of multi-storey buildings with a hybrid structural system using mainly timber load-bearing elements. The joints of load-bearing elements are critical points of the frame with glued timber structures in terms of ensuring the load-bearing capacity and serviceability of the entire system. Existing publications in this area are mainly aimed at theoretical and experimental assessment of the stress-strain state of joints, while information on the construction of components for multi-storey buildings and recommendations for their design is extremely insufficient. The article presents structural solutions of the joints of glued laminated timber columns and beams, namely, hinged, which takes and transmits to the column the support reaction of the beam, and rigid, which in addition to the support reaction takes the bending moment. The support reaction from the beam to the column is transferred through a bolted connection and a T-shaped welded metal element. The bending moment is taken by two angles, which are fixed to the beam and welded to a vertical plate. Criteria of conformity of the proposed joints to load-bearing capacity requirements are proposed. The load-bearing capacity of the joint under the action of the support shear force is determined by the shear strength of the bolts in the column; the embedment strength of the metal of the T-shaped plate in the hole and bearing capacity of the bolted connection in the timber element. The action of the support bending moment requires the strength of the angles fastening to the beam and wood in the area of the bolts installation. A detailed algorithm for calculating the proposed design solutions in accordance with the requirements of the design standards has been developed.

Author Biographies

S. Shekhorkina, State Higher Educational Institution «Prydniprovska State Academy of Civil Engineering and Architecture»

PhD, Associate Professor Department of reinforced concrete and masonry structures

М. Savytskyi, State Higher Educational Institution «Prydniprovska State Academy of Civil Engineering and Architecture»

Doctor of Technical Sciences, Professor Department of reinforced concrete and masonry structures

Т. Kovtun-Gorbachova, State Higher Educational Institution «Prydniprovska State Academy of Civil Engineering and Architecture»

PhD, Associate Professor Department of metal, timber and plastic structures

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Published

2020-09-30

How to Cite

Shekhorkina, S., Savytskyi М., & Kovtun-Gorbachova Т. (2020). STRUCTURAL SOLUTION AND METHOD OF CALCULATION OF GLUED LAMINATED TIMBER BEAM AND COLUMN JOINTS: Array. Municipal Economy of Cities, 4(157), 12–17. Retrieved from https://khg.kname.edu.ua/index.php/khg/article/view/5626

Issue

Vol. 4 No. 157 (2020): Series: Engineering science and architecture

Section

статьи

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