Abstract
This paper is the continuation of Part 1 written by the author in Transactions of A.I.J., No. 80, Dec. 1962. In the preceding paper, (1) Preface, (2) Relation between the bending moment and the curvature in reinforced concrete members, (3) A general equation of the member, in the system of the slope-deflection method, which causes the elastic and plastic deformations under the external force and (4) A elastic and plastic analysis of rigid-frames by the process of the slope-deflection method were discussed. In this paper the author deals with, using the principles discussed in Part 1, the application of the elastic and plastic analysis for the examples. The content consists of (5) The application for examples, (6) Summary, Gratitude and Reference. And the summary in english was represented in the preceding paper (Part 1).
