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Bemessungsdiagramme für den biegebeanspruchten Stab im Holzbau - Teil 2: Deckentragwerke mit inhomogenem Stabquerschnitt

Author(s):


Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 4, v. 92
Page(s): 283-294
DOI: 10.1002/bate.201400028
Abstract:

Design charts for a single spanned timber beam under bending - Part 2: Floor structures with inhomogeneous beam cross-section

This paper presents an application of design charts for inhomogeneous cross-sections (layered composite section) and the implementation of vibration design criteria as extension of the charts for beams with homogeneous cross-sections in roof-structures according to selected European Design Standards published in [1]. While ULS and SLS criteria were nearly equally governing for the homogeneous cross-section, mainly SLS criteria are now governing due to the extension with vibrations and the influences of the inhomogeneous cross-sections. The vibrational behavior of floors is essentially influenced by the support conditions. Effects of moment restraints at the wall-floor-wall detail, activated by wall-loads from stories above, are systematically being taken into account.

Keywords:
pre-design charts vibrations wood construction cross-laminated timber timber structure design chart URL check SLS check rotational restraint rotational spring cross laminated timber
Available from: Refer to publisher
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: 10.1002/bate.201400028.
  • About this
    data sheet
  • Reference-ID
    10071681
  • Published on:
    24/04/2015
  • Last updated on:
    24/04/2015
 
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