Short and Long Columns Under Uniaxial and Biaxial Flexure

ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

International Concrete Abstracts Portal

  


Title: Short and Long Columns Under Uniaxial and Biaxial Flexure

Author(s): Arieh Lev Abolitz

Publication: Journal Proceedings

Volume: 65

Issue: 6

Appears on pages(s): 462-469

Keywords: axial loads;bending;biaxial loads;columns (structural);flexural strength;long columns;reinforced concrete;short columns;structural design;tied columns; working stress method (structural).

Date: 6/1/1968

Abstract:
Equations for the working stress design of symmetrically reinforced short and long columns subject to flexure are pre-sented. For rectangular columns, an alternative method slightly divergent from ACI 318-63, but possessing some advantages, is also given. For biaxial flexure weighted averages of some parameters are used, and all design equations are given in a form which applies to both uniaxial and biaxial flexure.