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Engineering science fair project:
The effects of the width, depth and cross-section shape of a beam on its strength




 

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  • Science Fair Project Information
    Title: The effects of the width, depth and cross-section shape of a beam on its strength
    Subject: Engineering
    Grade level: Middle School - Grades 7-9
    Academic Level: Ordinary
    Project Type: Experimental
    Cost: Low
    Awards: 2nd place, Canada Wide Virtual Science Fair (2004)
    Affiliation: Canada Wide Virtual Science Fair (VSF)
    Year: 2004
    Description: The strength of different beams was tested with the help of a Tinius Olsen Testing machine. A load was applied until the beam collapsed.
    Link: http://www.virtualsciencefair.org/2004/siva4d0/public%5Fhtml/
    Short Background

    A beam is a structural element that is capable of withstanding load primarily by resisting bending. The bending force induced into the material of the beam as a result of the external loads, own weight and external reactions to these loads is called a bending moment.

    Beams generally carry vertical gravitational forces but can also be used to carry horizontal loads (i.e., loads due to an earthquake or wind). The loads carried by a beam are transferred to columns, walls, or girders, which then transfer the force to adjacent structural compression members. In Light frame construction the joists rest on the beam.

    Beams are characterized by their profile (the shape of their cross-section), their length, and their material. In contemporary construction, beams are typically made of steel, reinforced concrete, or wood. One of the most common types of steel beam is the I-beam or wide-flange beam (also known as a "universal beam" or, for stouter sections, a "universal column"). This is commonly used in steel-frame buildings and bridges. Other common beam profiles are the C-channel, the hollow structural section beam, the pipe, and the angle.

    A statically determinate beam, bending under an evenly distributed load.    Diagram of stiffness of a simple square beam (A) and universal beam (B). The universal beam flange sections are three times further apart than the solid beam's upper and lower halves. The second moment of inertia of the universal beam is nine times that of the square beam of equal cross section (universal beam web ignored for simplification)

    Source: Wikipedia (All text is available under the terms of the GNU Free Documentation License)

    For More Information: Beam Structure & Theory


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