Bemessungsdiagramme für den biegebeanspruchten Stab im Holzbau - Teil 2: Deckentragwerke mit inhomogenem Stabquerschnitt
Author(s): |
Thomas Moosbrugger
Thomas Bogensperger Harald Krenn |
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Medium: | journal article |
Language(s): | German |
Published in: | Bautechnik, April 2015, 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-sectionThis 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
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Available from: | Refer to publisher |
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data sheet - Reference-ID
10071681 - Published on:
24/04/2015 - Last updated on:
24/04/2015