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I-beams
are typically made from steel or from concrete |
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that is reinforced with pre-stressed steel rods to improve |
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its tensile strength. The top and bottom horizontal parts |
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of
the steel I-beam
are called flanges, and the middle, |
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vertical section, is called the web. Load bearing
Ι-beams |
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are called girders. Another advantage of the
I-beam |
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design is that sections can be riveted, bolted, or welded |
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together to make longer members and fix them to their |
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supports. This enables the creation of extended steel |
Fig. 149 - Steel Ι-beam
skeleton |
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Ι-beam
and column skeleton frameworks
for multi-story |
framework of a building |
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buildings like skyscrapers. |
(visualization model) |
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. |
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Truss
beams |
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. |
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There
are limits to how much material can be removed from the middle of an
Ι-beam
and |
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placed
at its outer edges before the web becomes too slender for its height and
is prone to |
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twisting
and buckling under load. To repeat, the material in the middle of
the beam's |
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cross section resists the tendency of the upper and lower edges of the
beam to slide past |
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each
other, or shear, when loaded. One design solution is to use a truss
beam where the |
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. |
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 |
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Fig. 150 - Truss beam |
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(demonstration model) |
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click image to enlarge |
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. |
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web
consists of a triangulated arrangement of small diameter struts instead of
being one |
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continuous section of material. A force applied to the top edge of
the truss beam is |
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distributed throughout the struts as axial forces. The diagonal
struts should be angled 45o |
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relative
to the flanges of the beam for maximum resistance to shear stresses.
Truss beams |
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are
commonly used for floor support joists and rafters in buildings. |
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. |
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Back to
Knowhere |
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Page 98 -
Building stability - Truss beam |
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