Flexural Computations-Ultimate Strength Design

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Title: Flexural Computations-Ultimate Strength Design

Author(s):

Publication: Special Publication

Volume: 10

Issue:

Appears on pages(s): 46

Keywords:

Date: 1/1/1965

Abstract:
The equations presented in this chapter were all derived using the equivalent retangular concrete stress distribution together with the other assumptions specified in Section 1503. The detailed derivations of these equations are given in the paper, "Rectangular Concrete Stress Distribution in Ultimate Strength Design." This paper also gives the derivations of ultimate strength equations for cross sections other than those covered by the equations of this chapter.