A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Biaxial eccentricities in ultimate load design
Design method for short, reinforced concrete columns subjected to axial load and biaxial bending is described; method is based on assumptions that carrying capacity of section is equal to algebraic sum of carrying capacities of concrete and reinforcement at compression failure, that stepwise constant stress distribution is used, and when edge stress of concrete is fully employed, stress in reinforcing steel is also fully employed.
Biaxial eccentricities in ultimate load design
Design method for short, reinforced concrete columns subjected to axial load and biaxial bending is described; method is based on assumptions that carrying capacity of section is equal to algebraic sum of carrying capacities of concrete and reinforcement at compression failure, that stepwise constant stress distribution is used, and when edge stress of concrete is fully employed, stress in reinforcing steel is also fully employed.
Biaxial eccentricities in ultimate load design
Am Concrete Inst -- J
Aas-Jakosen, A. (author)
1964
23 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
A discussion of current ways to predict the ultimate load from calculated eccentricities
| British Library Conference Proceedings | 1992
Ultimate load of H-columns under biaxial bending
| Engineering Index Backfile | 1963
MANUEL DELANDA Crucial Eccentricities - Learning from eccentricities
Online Contents | 2006