The Yield Line Method for Oblique Plate Moment Coefficient

Article Preview

Abstract:

This paper uses the yield line theory in plasticity, combined with the static equilibrium method, which derives bending coefficient calculation chart of parallelogram plate that exposes to uniform load in a variety of support conditions for designers .

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

2279-2283

Citation:

Online since:

November 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Fengguang Ge. Efficient Calculation Method and Reinforcement Arrangement of Skew Rib Floor. Hohai University[D], (2007).

Google Scholar

[2] Jianjing Jiang, Xinzheng Lu and Bo Jiang. Design of Reinforced Concrete Member, Tsinghua University Press. (2006).

Google Scholar

[3] Hong Xie. The Utility Table Method of Analysis of Reinforced Concrete Two-way Slabs . Plastic Theory Journal of guangxi institute of technology. Vol. 5(2). pp.5-11(1994).

Google Scholar