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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<strong>Ethical</strong> <strong>issues</strong> <strong>in</strong> eng<strong>in</strong>eer<strong>in</strong>g <strong>design</strong><br />
prelim<strong>in</strong>ary <strong>design</strong> phase <strong>for</strong> a bridge that would <strong>for</strong>m part of a larger system of<br />
roads to l<strong>in</strong>k IJburg to the rest of Amsterdam. The task was high to middle level<br />
<strong>in</strong> the <strong>design</strong> hierarchy. It was not really a conceptual <strong>design</strong> because the<br />
architectural image of the bridge <strong>and</strong> the requirements <strong>for</strong> the bridge had been<br />
previously decided. At the stage I observed it was not a detailed <strong>design</strong>, details<br />
would be added <strong>in</strong> the def<strong>in</strong>itive <strong>design</strong> phase, <strong>in</strong> the tender<strong>in</strong>g specifications<br />
phase <strong>and</strong> probably also by the contractor after tender<strong>in</strong>g.<br />
6.5.1 <strong>Ethical</strong> <strong>issues</strong><br />
The eng<strong>in</strong>eers <strong>in</strong>dicated that susta<strong>in</strong>ability played a part <strong>in</strong> the <strong>design</strong> process<br />
but that most choices related to susta<strong>in</strong>ability would be made <strong>in</strong> later stages of<br />
the <strong>design</strong> process when the materials <strong>for</strong> build<strong>in</strong>g the bridge would be chosen.<br />
The eng<strong>in</strong>eers expected to use a document from the Rijkswaterstaat on materials<br />
<strong>and</strong> susta<strong>in</strong>able build<strong>in</strong>g as a guidel<strong>in</strong>e. There were some discussions <strong>in</strong> the<br />
observed prelim<strong>in</strong>ary phase of the <strong>design</strong> process regard<strong>in</strong>g the conservation of<br />
the steel arches of the bridge that can be seen as a discussion about<br />
susta<strong>in</strong>ability. Some pa<strong>in</strong>ts conta<strong>in</strong> more volatile substances that can be harmful<br />
to humans <strong>and</strong> nature, these will not be allowed to be used by 2007 when the<br />
bridge will be pa<strong>in</strong>ted.<br />
The ethical <strong>issues</strong> that played a part <strong>in</strong> the prelim<strong>in</strong>ary phase of the <strong>design</strong><br />
process were related to safety. A choice needed to be made as to which codes to<br />
use. It is not legally required that eng<strong>in</strong>eers work with the European code, but<br />
the fatigue loads <strong>in</strong> the European code are much more realistic. Is it justifiable to<br />
still work with the NEN codes while it is commonly known that these codes<br />
underestimate parts of the loads? This question was not raised by the eng<strong>in</strong>eers.<br />
They did advise their customer to use the European code <strong>in</strong> the def<strong>in</strong>itive <strong>design</strong><br />
phase provided that a green version was available at that time. The IBA<br />
eng<strong>in</strong>eers advised this because they expected that apply<strong>in</strong>g these codes would<br />
not make the bridge more expensive. I have described the reasons that the<br />
eng<strong>in</strong>eers gave <strong>in</strong> their prelim<strong>in</strong>ary <strong>design</strong> report <strong>in</strong> section 6.3.2. Dur<strong>in</strong>g<br />
technical meet<strong>in</strong>gs an additional reason aga<strong>in</strong>st us<strong>in</strong>g the European code was<br />
given. Some eng<strong>in</strong>eers were aga<strong>in</strong>st its use because they said that the European<br />
code was very different <strong>and</strong> that it would cost a lot of extra time <strong>for</strong> calculat<strong>in</strong>g<br />
the dimensions of the bridge. Although this argument aga<strong>in</strong>st us<strong>in</strong>g the<br />
European code was mentioned <strong>in</strong> technical meet<strong>in</strong>gs <strong>and</strong> <strong>in</strong>terviews it was not<br />
mentioned <strong>in</strong> the report. Another argument that the eng<strong>in</strong>eers could have given<br />
<strong>in</strong> the report was that us<strong>in</strong>g a new code might <strong>in</strong>crease the uncerta<strong>in</strong>ty <strong>in</strong> the<br />
<strong>design</strong>. Until a green version is available, a new code can only be used if<br />
eng<strong>in</strong>eer<strong>in</strong>g companies provide evidence that the legal requirements concern<strong>in</strong>g<br />
safety are met. Provid<strong>in</strong>g this evidence costs time <strong>and</strong> money, there<strong>for</strong>e<br />
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