0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Calculation of Welding Trusses Overlap Joints Made of Rectangular Hollow Sections

Author(s):

Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 4, v. 59
Page(s): 441-468
DOI: 10.2478/ace-2013-0024
Abstract:

The basis for calculating of resistance of welded RHS connections is provided by codes and international guidebooks. In the matter of calculation of the resistance of welded joints, the European standard contains very general recommendations without specifying the detailed calculation procedures, which (the) designers could use in their work. Estimation of resistance of welded semi-rigid joints is a complex issue because it requires determining of effective lengths of welds, their placement on the member walls with their different rigidity, and distribution of components of the load acting on each section of welds in various joint areas. In this paper an approximate assessment is suggested of the resistance of the welded connection in the overlapped K type joints, made of rectangular hollow sections.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.2478/ace-2013-0024.
  • About this
    data sheet
  • Reference-ID
    10476966
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine