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author | Norbert Preining <norbert@preining.info> | 2019-09-02 13:46:59 +0900 |
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committer | Norbert Preining <norbert@preining.info> | 2019-09-02 13:46:59 +0900 |
commit | e0c6872cf40896c7be36b11dcc744620f10adf1d (patch) | |
tree | 60335e10d2f4354b0674ec22d7b53f0f8abee672 /macros/latex/contrib/erdc/sample.tex |
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diff --git a/macros/latex/contrib/erdc/sample.tex b/macros/latex/contrib/erdc/sample.tex new file mode 100644 index 0000000000..4dc1afe809 --- /dev/null +++ b/macros/latex/contrib/erdc/sample.tex @@ -0,0 +1,381 @@ +\documentclass{erdc} +\usepackage{lipsum,url} +\begin{document} + +\frontmatter + +%\laboratory{Cold Regions Research and\\ Engineering Laboratory} + +\reportnum{ERDC/CRREL SR-05-78} + +\program{Military Engineering Technology} + +\title{Donec Felis + Erat, Congue Non, Volutpat At, Tincidunt Tristique, Libero} + +\subtitle{Nam feugiat lacus vel est, Version~1.0} + +\date{March 2009\\Revised November 2010} + +\author{A.U.~Thor \and C.O.R.~Respondent \and C.O.~Author} + +\affiliation{Construction Engineering Research Laboratory\\ + U.S. Army Engineer Research and Development Center\\ + 2902 Newmark Drive\\ + Champaign, IL 61826-9005} + +\author{John~M.~Smith} + +\affiliation{Coastal and Hydraulics Laboratory\\ + U.S. Army Engineer Research and Development Center\\ + 3909 Halls Ferry Road\\ + Vicksburg, MS 39180-6199} + +\coverart{nola} + +\reporttype{Final Report} + +% \distribution{Distribution authorized to U.S. Government Agencies +% only; Test and Evaluation; November 2005. Other requests should be +% referred to U.S. Army Engineer Research and Development Center} + +\additionalinfo{Supersedes ERDC/CREL AF-01-23} + +\begin{abstract} + \lipsum[12-13] +\end{abstract} + +%\disclaimer{Some other disclaimer} + +%\preparedfor{U.S. Army Engineer Research and Development Center\\ +% 3909 Halls Ferry Road, Vicksburg, MS 39180-6199} + +\contractnum{Work Unit 33143} + +\monitoredby{U.S. Army Engineer Research and Development Center\\ + 3909 Halls Ferry Road, Vicksburg, MS 39180-6199} + +%\preparedfor{} + +\maketitle + +\tableofcontents + +\listoffiguresandtables + +\chapter{Preface} +\lipsum[1-5] + +\chapter{Unit Conversion Factors} + +{\footnotesize\sffamily\centering + \begin{longtable}{||l|l|l||} + \hline\hline + \bfseries Multiply & \bfseries By & \bfseries To Obtain\\ + \hline\hline + \endhead + \hline\hline + \endfoot + acres & 4,046.873 & square meters\\ + \hline + acre-feet & 1,233.5 & cubic meters\\ + \hline + angstroms & 0.1 & nanometers\\ + \hline + atmosphere (standard) & 101.325 & kilopascals\\ + \hline + bars & 100 & kilopascals\\ + \hline + British thermal units (International Table) & 1,055.056 & joules\\ + \hline + centipoises & 0.001 & pascal seconds\\ + \hline + centistokes & 1.0E-06 & square meters per second\\ + \hline + cubic feet & 0.02831685 & cubic meters\\ + \hline + cubic inches & 1.6387064E-05 & cubic meters\\ + \hline + cubic yards & 0.7645549 & cubic meters\\ + \hline + degrees (angle) & 0.01745329 & radians\\ + \hline + degrees Fahrenheit & (F-32)/1.8 & degrees Celsius\\ + \hline + fathoms & 1.8288 & meters\\ + \hline + feet & 0.3048 & meters\\ + \hline + foot-pounds force & 1.355818 & joules\\ + \hline + gallons (U.S. liquid) & 3.785412E-03 & cubic meters\\ + \hline + hectares & 1.0E+04 & square meters\\ + \hline + horsepower (550 foot-pounds force per second) & 745.6999 & watts\\ + \hline + inches & 0.0254 & meters\\ + \hline + inch-pounds (force) & 0.1129848 & newton meters\\ + \hline + kilotons (nuclear equivalent of TNT) & 4.184 & terajoules\\ + \hline + knots & 0.5144444 & meters per second\\ + \hline + microinches & 0.0254 & micrometers\\ + \hline + microns & 1.0E-06 & meters\\ + \hline + miles (nautical) & 1,852 & meters\\ + \hline + miles (U.S. statute) & 1,609.347 & meters\\ + \hline + miles per hour & 0.44704 & meters per second\\ + \hline + mils & 0.0254 & millimeters\\ + \hline + ounces (mass) & 0.02834952 & kilograms\\ + \hline + ounces (U.S. fluid) & 2.957353E-05 & cubic meters\\ + \hline + pints (U.S. liquid) & 4.73176E-04 & cubic meters\\ + \hline + pints (U.S. liquid) & 0.473176 & liters\\ + \hline + pounds (force) & 4.448222 & newtons\\ + \hline + pounds (force) per foot & 14.59390 & newtons per meter\\ + \hline + pounds (force) per inch & 175.1268 & newtons per meter\\ + \hline + pounds (force) per square foot & 47.88026 & pascals\\ + \hline + pounds (force) per square inch & 6.894757 & kilopascals\\ + \hline + pounds (mass) & 0.45359237 & kilograms\\ + \hline + pounds (mass) per cubic foot & 16.01846 & kilograms per cubic meter\\ + \hline + pounds (mass) per cubic inch & 2.757990E+04 & kilograms per cubic meter\\ + \hline + pounds (mass) per square foot & 4.882428 & kilograms per square meter\\ + \hline + pounds (mass) per square yard & 0.542492 & kilograms per square meter\\ + \hline + quarts (U.S. liquid) & 9.463529E-04 & cubic meters\\ + \hline + slugs & 14.59390 & kilograms\\ + \hline + square feet & 0.09290304 & square meters\\ + \hline + square inches & 6.4516E-04 & square meters\\ + \hline + square miles & 2.589998E+06 & square meters\\ + \hline + square yards & 0.8361274 & square meters\\ + \hline + tons (force) & 8,896.443 & newtons\\ + \hline + tons (force) per square foot & 95.76052 & kilopascals\\ + \hline + tons (long) per cubic yard & 1,328.939 & kilograms per cubic meter\\ + \hline + tons (nuclear equivalent of TNT) & 4.184E+09 & joules\\ + \hline + tons (2,000 pounds, mass) & 907.1847 & kilograms\\ + \hline + tons (2,000 pounds, mass) per square foot & 9,764.856 & kilograms per square meter\\ +\hline +yards & 0.9144 & meters\\ +\hline +\end{longtable}} + +\mainmatter + +\chapter{Duis ante felis, dignissim id, blandit in, suscipit vel, + dolor} +\section{Duis ante felis: duis sagittis massa, dignissim id, blandit + in, suscipit vel, dolor, nunc non magna} +\subsection{Nunc non magna: duis ante felis: duis sagittis massa, + dignissim id, blandit in, vel dolor} +\lipsum[6] + +\begin{equation} + \label{eq:eq} + 2\times2=4 +\end{equation} + +\subsection{Duis sagittis massa} + +\lipsum[7-9] + +\section{Suscipit vel} + +\lipsum[23] + +\begin{enumerate} +\item Pellentesque laoreet velit nec justo. +\item Fusce consectetuer. Proin tellus est, luctus vitae, + molestie a, mattis et, mauris. Donec tempor. Pellentesque habitant + morbi tristique senectus et netus et malesuada fames ac turpis + egestas. Duis ante felis, dignissim id, blandit in, suscipit vel, + dolor. Pellentesque tincidunt cursus felis. +\item Proin rhoncus semper + nulla. Ut et est. Vivamus ipsum erat, gravida in, venenatis ac, + fringilla in, quam. Nunc ac augue. Fusce pede erat, ultrices non, + consequat et, semper sit amet, urna. +\end{enumerate} + +\lipsum[17-18] + +\begin{table} + \centering + \caption{Yearly Dividens} + \label{tab:dividends} + \footnotesize\sffamily + \begin{tabular}{||l|D{.}{.}{2.2}||} + \hline\hline + \textbf{Year} & \multicolumn{1}{|c||}{\textbf{Dividends, \%}}\\ + \hline\hline + $1880$ & 2.50 \\ + \hline + $1881$ & 12.1 \\ + \hline + $1882$ & 2.6 \\ + \hline\hline + \end{tabular} +\end{table} + +\subsection{Sagittis massa} + +\lipsum[24] + +\begin{figure} + \centering + \fbox{\includegraphics[width=2in]{red_corps_castle2}} + \caption{Castle} + \label{fig:castle} +\end{figure} + +\lipsum[9] + +\chapter{Duis sagittis massa in tellus} + +\lipsum[11] + +\begin{equation} + \label{eq:B} + \int P\,dx =1 +\end{equation} + +\begin{itemize} +\item Fusce adipiscing justo nec ante. Nullam in enim. + Pellentesque felis orci, sagittis ac, malesuada et, facilisis in, + ligula. Nunc non magna sit amet mi aliquam dictum. In mi. +\item Curabitur + sollicitudin justo sed quam. Aenean imperdiet. Vestibulum ante ipsum + primis in faucibus orci luctus et ultrices posuere cubilia Curae; + Donec lacinia nonummy lectus. Proin vel urna. Fusce sit amet orci ac + magna iaculis pharetra. Duis sagittis massa in tellus. +\end{itemize} + +\section{Fusce consectetuer} + +\lipsum[10] + +\begin{figure} + \centering + \fbox{\includegraphics[width=4in]{nola}} + \caption{A Picture From US Army Corps Of Engineers Site} + \label{fig:nola} +\end{figure} + +\section{Aenean imperdiet} + +\lipsum[11] + +\nocite{*} + +\bibliographystyle{unsrt} +\bibliography{erdc} + +\appendix + +\chapter{Aenean imperdiet} + +\lipsum[12-16] + +\begin{equation} + \label{eq:C} + \frac{\partial H}{\partial x} = -X +\end{equation} + +\begin{figure} + \centering + \fbox{\includegraphics[width=2in]{red_corps_castle2}} + \caption{Another Castle, Now In Appendix} + \label{fig:castle1} +\end{figure} + +\lipsum[26] +\lipsum[32] + +\begin{equation} + \label{eq:D} + e^{i\pi} + 1 = 0 +\end{equation} + +\begin{table} + \centering + \caption{Dam on Table Rock Lake} + \label{tab:Dam} + \footnotesize\sffamily + \begin{tabular}{|l|r|} + \hline + Length of dam, feet &6,423\\ + \hline + Concrete section, feet &1,602\\ + \hline + Earth embankment feet &4,821\\ + \hline + Maximum height of dam above streambed, feet &252\\ + \hline + Concrete in dam, cubic yards &1,230,000\\ + \hline + Earth in embankment, cubic yards &3,320,000\\ + \hline + Length of spillway, gross feet &531\\ + \hline + Spillway crest gates (10), size in feet &45x37\\ + \hline + Outlet conduits (4), size in feet &4x9\\ + \hline + Elevations, feet above mean sea level & \\ + \hspace{20pt}Top of dam & 947\\ + \hspace{20pt}Spillway crest & 896\\ + \hline + \end{tabular} +\end{table} + +\lipsum[27] + +\chapter{Pellentesque habitant + morbi tristique senectus et netus et malesuada fames ac turpis + egestas} + +\lipsum[16-22] +\begin{equation} + \label{eq:U} + S = -kT\ln\Xi +\end{equation} +See equation~(\ref{eq:C}) and equation~\eqref{eq:D}. + +\begin{figure} + \centering + \fbox{\includegraphics[width=2in]{red_corps_castle2}} + \caption{Yet Another Castle In Appendix} + \label{fig:castle2} +\end{figure} + + +\end{document} |