summaryrefslogtreecommitdiff
path: root/macros/latex/contrib/erdc/sample.tex
diff options
context:
space:
mode:
authorNorbert Preining <norbert@preining.info>2019-09-02 13:46:59 +0900
committerNorbert Preining <norbert@preining.info>2019-09-02 13:46:59 +0900
commite0c6872cf40896c7be36b11dcc744620f10adf1d (patch)
tree60335e10d2f4354b0674ec22d7b53f0f8abee672 /macros/latex/contrib/erdc/sample.tex
Initial commit
Diffstat (limited to 'macros/latex/contrib/erdc/sample.tex')
-rw-r--r--macros/latex/contrib/erdc/sample.tex381
1 files changed, 381 insertions, 0 deletions
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}