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Author(s):
Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 7, v. 105
Page(s): 433-444
DOI: 10.1002/best.201000035
Abstract:

Shear Force Design according to DIN 1045-1. A simple procedure

In the present paper are deduced worksheets for lateral force design according to DIN 1045-1. By using the tabulars the amount of shear reinforcement can be determined in a very simple way. There are positive side effects in the clarity and economy of the calculation results - even with shear force under the influence of longitudinal stresses.
Beside the tabulars a nomogram for the design of solid slabs is presented. It is possible to determine in a direct way the amount of main reinforcement, wich is required in order to eliminate the assembling of reinforcement stirrups in dependence on the related shear force - τEd= VEd/z, the concrete strength and the effective depth.
The basic measuring tools for the design without a longitudinal force are summarized in the annex as a worksheet.

Keywords:
DIN 1045-1 DIN Fachbericht 102 bending
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/best.201000035.
  • About this
    data sheet
  • Reference-ID
    10058522
  • Published on:
    17/11/2010
  • Last updated on:
    13/08/2014
 
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