Ethical issues in engineering design - 3TU.Centre for Ethics and ...
Ethical issues in engineering design - 3TU.Centre for Ethics and ...
Ethical issues in engineering design - 3TU.Centre for Ethics and ...
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Design of a bridge<br />
geotechnical codes could be used. These codes differ <strong>and</strong> can lead to different<br />
required material thicknesses <strong>and</strong> qualities. In the construction codes the<br />
pr<strong>in</strong>cipal loads are vertical <strong>and</strong> come from the road onto the wall. Us<strong>in</strong>g a<br />
geotechnical code the pr<strong>in</strong>cipal loads will be horizontal, <strong>and</strong> due to the <strong>for</strong>ce<br />
exerted by the soil which will push aga<strong>in</strong>st the wall. Accord<strong>in</strong>g to the eng<strong>in</strong>eers<br />
<strong>in</strong>terviewed it is uncommon <strong>for</strong> a choice to have to be made between different<br />
types of codes but it does occur as it did <strong>in</strong> the bridge case. The eng<strong>in</strong>eers<br />
<strong>in</strong>dicated that what code is chosen <strong>for</strong> the calculations is based on experience<br />
with similar situations.<br />
People <strong>and</strong> drivers on the bridge participate <strong>in</strong> traffic, thus, all traffic safety<br />
legislation is relevant <strong>for</strong> a road bridge. All the requirements perta<strong>in</strong><strong>in</strong>g to traffic<br />
safety, such as the width of the bridge, protect<strong>in</strong>g of cyclists <strong>and</strong> pedestrians<br />
from cars <strong>and</strong> illum<strong>in</strong>at<strong>in</strong>g the roads, must be <strong>in</strong>cluded <strong>in</strong> the <strong>design</strong> process.<br />
The IBA did not <strong>design</strong> the road deck on the bridge, this was the responsibility<br />
of the DRO. The IBA only made the eng<strong>in</strong>eer<strong>in</strong>g <strong>design</strong> <strong>for</strong> the bridge. Because<br />
exact division of the bridge <strong>in</strong>to road, pavement, cycle path etc was not done by<br />
the IBA <strong>and</strong> was not that important with regard to the construction of the bridge<br />
I will not get <strong>in</strong>to the details of regulation <strong>and</strong> codes perta<strong>in</strong><strong>in</strong>g to road. It was,<br />
however, important <strong>for</strong> this eng<strong>in</strong>eer<strong>in</strong>g <strong>design</strong> to take <strong>in</strong>to account the fact that<br />
traffic accidents can happen on a bridge. A car or truck might crash <strong>in</strong>to the<br />
guard rail on one of the sides of the bridge or crash <strong>in</strong>to a load bear<strong>in</strong>g structure<br />
of a bridge. A bridge should not collapse <strong>in</strong> such exceptional circumstances. The<br />
codes <strong>in</strong>clude rules <strong>for</strong> calculations that should be made to simulate cars or<br />
trucks crash<strong>in</strong>g <strong>in</strong>to the load bear<strong>in</strong>g structures of the bridge <strong>and</strong> <strong>for</strong> trucks<br />
st<strong>and</strong><strong>in</strong>g very near to the sides of a bridge.<br />
The IJburg bridge will be partly on publicly accessible terra<strong>in</strong>, so it is possible <strong>for</strong><br />
people to access all parts of the bridge. People will be walk<strong>in</strong>g or cycl<strong>in</strong>g on the<br />
bridge. The bridge will be about 9 meters above water level <strong>and</strong> the arches will<br />
be about 22 meters above the bridge deck. The build<strong>in</strong>g decree requires that<br />
preventive measures should be <strong>in</strong> place to prevent people be<strong>in</strong>g blown of the<br />
bridge <strong>in</strong> high w<strong>in</strong>ds. To protect cyclists <strong>and</strong> pedestrians on the bridge a rail will<br />
be <strong>in</strong>stalled on the bridge, us<strong>in</strong>g build<strong>in</strong>g decree guidel<strong>in</strong>es.<br />
In the prelim<strong>in</strong>ary <strong>design</strong> phase no measures to prevent people from<br />
climb<strong>in</strong>g on the arches were taken <strong>in</strong>to account. One of the eng<strong>in</strong>eers said <strong>in</strong> an<br />
<strong>in</strong>terview that he thought that someth<strong>in</strong>g should be done to prevent people from<br />
climb<strong>in</strong>g onto the arches because the arches were not steep, the <strong>in</strong>cl<strong>in</strong>ation is<br />
such that it might be possible to walk on the arch. The arches of some arched<br />
bridges are so steep that it is impossible to climb on them. In this case, the<br />
eng<strong>in</strong>eer thought that a gate to prevent people from walk<strong>in</strong>g onto the arch might<br />
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