Date

1960

Document Type

Thesis

Degree

Master of Science

Department

Civil Engineering

First Adviser

Ostapenko, Alexis

Abstract

The behavior of reinforced and prestressed concrete beams subjected to the combined action of shear and bending is admittedly an old problem and a complex one. In fact, after the first theoretical analysis of the behavior of reinforced concrete beams in pure bending was published, structural engineers were reasonably confident of their method for designing the horizontal tension reinforcement.

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