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2006•Journal of Wuxi Institute of TechnologyRequires access

A Solution Method of the Bending Moment of the Statically Indeterminate Beam with Constant Cross Section and Single-span

YU Rui-ron

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Abstract

The general formula, which is based on the force method and the basic structure of the simply supported beam, about the bending moment of fixed-ends beam is deduced by the area and the center position of the bending moment diagram of a simply supported beam. The applications of the formula in the other kinds of one span statically indeterminate beam are represented.

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What this paper is about

The general formula, which is based on the force method and the basic structure of the simply supported beam, about the bending moment of fixed-ends beam is deduced by the area and the center position of the bending moment diagram of a simply supported beam. The applications of the formula in the other kinds of one span statically indeterminate beam are represented.

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Available abstract

The general formula, which is based on the force method and the basic structure of the simply supported beam, about the bending moment of fixed-ends beam is deduced by the area and the center position of the bending moment diagram of a simply supported beam. The applications of the formula in the other kinds of one span statically indeterminate beam are represented.

Key concepts: Statically indeterminate, Shear and moment diagram, Bending moment, Beam (structure), Conjugate beam method, Span (engineering), Moment (physics), Diagram

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