This problem extends the
introductory
Bridge Builder problem. You
will probably first need to attempt that problem .
Our bridge building engineer wishes to consider the problem of
making a longer bridge with n segments along the base

For a bridge of even length, a single weight 2W is to be hung
from the centre. For a bridge of odd length, two weights W will
be hung from either side of the central strut, as in the
following diagrams:

Part 1) Which lengths of bridge can be created such that there is
no net force on any of the pin joints? Try to solve this problem
using only vector methods.
Part 2) If a bridge cannot be created with no net forces at all
joints, can we say which pin joints necessarily have a non-zero
net force? How could you alter the design of the bridges which
experience a net force at a joint to remove this force (without
changing the length of the bridge)?
Part 3) Which struts do you think will be under most
tension/compression. Perform a calculation to see if you are
correct.
Part 4) Investigate the effects of adding an extra layer of
triangles to the top of the bridge or changing the configuration
of the supports. Which configurations can you make which can be
created with zero net force at all of the joints?
For inspiration in creating these structures you might want to
look at the Forth Bridge, in Scotland (see, for example the Forth
Bridge official website
http://www.forthbridges.org.uk/railbridgemain.htm
) , which is built using the following basic framework
structure:

In 1887 the designer of the Forth Bridge, Benjamin Baker,
modelled the key principles involved in the bridge's design using
two piles of bricks, two ropes, four wooden poles and three
people and a seat. The man in the centre is very easily supported
as his weight is distibuted throughout the structure.
Extension: The Forth Bridge
uses a criss-cross design. Can you work out how the forces are
distributed amongst all of its supports? Which parts of the
bridge experience the greatest tensions and compressions?