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).
DOI:
10.14359/7485
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.