Title: Ultimate Design Tables and Curves for Reinforced Concrete Members

Author(s): Ping Chun Wang

Publication: Journal Proceedings

Volume: 59

Issue: 1

Appears on pages(s): 47-62

Keywords: none

DOI: 10.14359/7915

Date: 1/1/1962

Abstract:
The ultimate resisting moments and corresponding reinforcements of T-beams and rectangular beams, 1 ft wide, are tabulated based on their effective depth. The ultimate load and bending moment for columns with bending in one direction only are plotted for various depths and percentages of reinforcement, assuming the reinforcement is distributed equally at each face normal to the direction of bending. C I o umns with biaxial bending are solved by adopting simplified and approximate formulas. and using the curves for uniaxial loading. Examples are given for solving typical problems.