Chapter 14-Reinforced Concrete Columns-Working Stress Design

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Title: Chapter 14-Reinforced Concrete Columns-Working Stress Design

Author(s):

Publication: Special Publication

Volume: 10

Issue:

Appears on pages(s): 38-40

Keywords:

Date: 1/1/1965

Abstract:
The working stress design formulas for short columns were derived by a semi-empirical procedure from the ultimate strength equations. This does not represent a new philosophy for the working stress design of columns. This chapter includes an explanation of: Columns subjected to axial load and bending.