Weights file for the Employee specification

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% Weights file

% Produced by SHYSTER version 1.0

% Copyright James Popple 1993

% This is a stand-alone LaTeX file.
% Use LaTeX version 2.09 <25 March 1992> and TeX version 3.141.

\documentstyle[12pt]{article}
\oddsidemargin=-5.4mm
\evensidemargin=-5.4mm
\topmargin=-5.4mm
\headheight=0mm
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\textheight=247mm
\textwidth=170mm
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\pagestyle{plain}

\begin{document}

\subsection*{Employee area}

    \begin{small}
	\begin{tabular}{|c|*{3}{c@{\hspace{\tabcolsep}}c@{\hspace{\tabcolsep}}r|}}\hline
	    &\multicolumn{3}{c|}{\sf Employee}&\multicolumn{3}{c|}{\sf Contractor}&&&\\
	    \smash{\raisebox{0.6\ht\strutbox}{\it Attr.}}&$\mu$&$\sigma^2$&\multicolumn{1}{c|}{$w$}&$\mu$&$\sigma^2$&\multicolumn{1}{c|}{$w$}&\smash{\raisebox{0.6\ht\strutbox}{$\mu$}}&\smash{\raisebox{0.6\ht\strutbox}{$\sigma^2$}}&\multicolumn{1}{c|}{\smash{\raisebox{0.6\ht\strutbox}{$w$}}}\\\hline\hline
	    $A_{1}$&0.71&0.20&4.90&0.14&0.12&8.17&0.43&0.24&4.08\\
	    $A_{2}$&0.57&0.24&4.08&1.00&0.00&\multicolumn{1}{c|}{$\infty$}&0.79&0.17&5.94\\
	    $A_{3}$&1.00&0.00&\multicolumn{1}{c|}{$\infty$}&0.57&0.24&4.08&0.79&0.17&5.94\\
	    $A_{4}$&0.29&0.20&4.90&0.71&0.20&4.90&0.50&0.25&4.00\\
	    $A_{5}$&0.71&0.20&4.90&0.29&0.20&4.90&0.50&0.25&4.00\\
	    $A_{6}$&0.57&0.24&4.08&0.14&0.12&8.17&0.36&0.23&4.36\\
	    $A_{7}$&0.83&0.14&7.20&0.17&0.14&7.20&0.50&0.25&4.00\\
	    $A_{8}$&0.00&0.00&\multicolumn{1}{c|}{$\infty$}&0.43&0.24&4.08&0.23&0.18&5.63\\
	    $A_{9}$&0.17&0.14&7.20&0.86&0.12&8.17&0.54&0.25&4.02\\
	    $A_{10}$&0.14&0.12&8.17&0.29&0.20&4.90&0.21&0.17&5.94\\
	    $A_{11}$&0.71&0.20&4.90&0.29&0.20&4.90&0.50&0.25&4.00\\
	    $A_{12}$&0.50&0.25&4.00&0.17&0.14&7.20&0.33&0.22&4.50\\
	    $A_{13}$&0.17&0.14&7.20&0.00&0.00&\multicolumn{1}{c|}{$\infty$}&0.08&0.08&13.09\\
	    $A_{14}$&0.17&0.14&7.20&0.00&0.00&\multicolumn{1}{c|}{$\infty$}&0.08&0.08&13.09\\
	    $A_{15}$&0.17&0.14&7.20&0.17&0.14&7.20&0.17&0.14&7.20\\
	    $A_{16}$&0.00&0.00&\multicolumn{1}{c|}{$\infty$}&0.17&0.14&7.20&0.08&0.08&13.09\\
	    $A_{17}$&0.00&0.00&\multicolumn{1}{c|}{$\infty$}&0.29&0.20&4.90&0.15&0.13&7.68\\
	    $A_{18}$&0.14&0.12&8.17&0.43&0.24&4.08&0.29&0.20&4.90\\\hline
	\end{tabular}
    \end{small}

\end{document}