Arched truss bridge |
. |
Just as
the arch design is a solution to inefficient post and lintel construction,
it also offers |
a
solution to the inefficiencies of long span beam or truss bridge designs.
Like their solid |
wood or
masonry counterparts, arch trusses are able to collect the downward acting |
compressive stresses induced in a structure and displace them laterally
around the legs of |
the arch
to the abutments on which the structure rests. This makes them an
ideal design |
for
supporting the mid-span of a bridge and countering the bending moment
there. |
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 |
 |
|
(static demonstration models) |
(scale
visualization model) |
. |
Fig. 181 - Arch truss designs
click image to enlarge |
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. |
In
another variation, called the bowstring arch, the deck of the bridge is
suspended by |
cables
or struts from a superstructure of arched trusses located on both sides.
The vertical |
. |
 |
|
 |
Fig. 182 - Bowstring arch bridge |
. |
◄ (static demonstration model) |
(scale visualization model)
► |
|
click image to enlarge |
|
|
load on
the deck is displaced to the cables as tensile stresses. These are then
transferred to |
the
arches where they are further displaced to the abutments on which the
arches rest. The |
many
cables reduce the bending moment of the load by breaking the arm of the
moment |
into
shorter segments. Another unique feature of the design is that the
legs of the arches |
are tied
together by the deck thereby resisting their outward thrust on the
abutments. The |
bridge's
foundations only have to support the load of the bridge and its
traffic. The |
bowstring arch is an integral, self- |
 |
contained structure that can be |
repeated in series for long distances. |
This makes it ideal for causeways. |
. |
Fig. 183 - Series of bowstring arches ► |
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to Knowhere |
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Page 112
- Building stability - Arched truss bridge |
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