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TikZ Library for Structural Analysis

Date: 20 Dec 2016
Authors: Jürgen Hackl
Contact: [email protected]
Web site:https://github.com/hackl/TikZ-StructuralAnalysis/
Documentation:https://ctan.org/pkg/stanli
Copyright: This document has been placed in the public domain.
License:GNU General Public Licence.
Version: 2.0

Purpose

At university it is always a very time consuming work to create new assignments, and tests; especially when those tasks include drawing graphics.

In the field of structural engineering those small structures are a key part for teaching. For this reason I developed, in cooperation with the Institute for Structural Analysis at the Graz University of Technology, a TikZ library for Structural Analysis.

There are two different types of libraries available: one for 2D structures and one for 3D structures, both provided by the stanli.sty package. In the following article only the 2D library will be discussed, but the principles and methods are the same for 3D structures, as shown in the example at the end of this document.

Principles

TikZ is a very powerful tool; however, unfortunately not everyone is used to this part of LaTeX. Therefore, in addition to the creation of the library the second goal was to keep the usage as simple as possible. So that:

  • anyone can use this library without (deeper) knowledge in TikZ
  • skilled users can easily modify and customise the code
  • the principle of this library can be used for any other library

Getting Started

Installation

Clone this (or a forked version of this) repository.

$ cd ~
$ git clone https://github.com/hackl/TikZ-StructuralAnalysis.git

Put the .sty file in the right directory and add it to the LaTeX file like:

\usepackage{stanli}

Note

The liberaries is also available via CTAN !

LaTeX Environment

Like every TikZ graph, needs also this library the

\begin{tikzpicture}
  ...
\end{tikzpicture}

environment.

Elements

Basic Commands

The library provides 10 different commands:

  • \point
  • \beam
  • \support
  • \hinge
  • \load or \lineload and \temperature
  • \internalforces
  • \dimensioning
  • \influenceline
  • \notation
  • \addon

For each element (command) are different options available. Obligatory options are marked with {curley brackets} and optional values are marked with [square brackets]. The first type is a must have criteria. In contrast, the optional input is not required to be entered.

An easy example is the following single force:

\load{type}{insertion point}[rotation][length or included angle][loaddistance];

Manual

More specific information about the elements and their options can be found in the manual. The manual is written in German, but section 1 provides a table with all elements and options; furthermore, the code is also given for each picture in the manual.

Examples

The easiest way to create a structure is the list above, starting with \point and ending with \addon.

The following examples shall give a first impression how drawings can be generated. In the manual both examples are explained in detail.

2D Simplified Roof

By using the 2D library, the following graph can be created in a very short time:

\begin{tikzpicture}
  \scaling{.65};

  \point{a}{0}{1};
  \point{b}{3}{1};
  \point{c}{11}{3};
  \point{d}{19}{1};
  \point{e}{22}{1};
  \point{f}{3}{0};
  \point{g}{11}{-2};
  \point{h}{19}{0};

  \beam{1}{a}{b}[0][1];
  \beam{1}{b}{c}[1][1];
  \beam{1}{c}{d}[1][1];
  \beam{1}{d}{e}[1][0];
  \beam{1}{f}{b};
  \beam{1}{d}{h};
  \beam{2}{f}{g};
  \beam{2}{g}{h};
  \beam{2}{g}{c};

  \support{1}{f};
  \support{2}{h};

  \hinge{1}{f};
  \hinge{1}{h};
  \hinge{1}{g};
  \hinge{2}{c}[b][d];

  \lineload{2}{a}{b}[1][1][.5];
  \lineload{2}{b}{c};

  \dimensioning{1}{a}{b}{-2.5}[$3.0$];
  \dimensioning{1}{b}{c}{-2.5}[$8.0$];
  \dimensioning{1}{c}{d}{-2.5}[$8.0$];
  \dimensioning{1}{d}{e}{-2.5}[$3.0$];
  \dimensioning{2}{f}{a}{-1}[$1.0$];
  \dimensioning{2}{g}{f}{-1}[$2.0$];
  \dimensioning{2}{a}{c}{-1}[$2.0$];

  \influenceline{a}{e}{3}[.3];

  \notation{1}{a}{$1$}[left];
  \notation{1}{b}{$2$}[below right=2mm];
  \notation{1}{c}{$3$};
  \notation{1}{d}{$4$}[above];
  \notation{1}{e}{$5$}[above];
  \notation{1}{f}{$6$}[left=2mm];
  \notation{1}{g}{$7$}[below=2mm];
  \notation{1}{h}{$8$}[right=2mm];
  \notation{4}{f}{g}[$S$];

\end{tikzpicture}

https://github.com/hackl/TikZ-StructuralAnalysis/blob/master/figure-01.png

3D Support Construction

By using the 3D library, the following graph can be created in a very short time:

\setcoords{-25}{10}[1][1.2]
\setaxis{2}
%\showpoint
\begin{tikzpicture}[coords]

   \dpoint{a}{0}{0}{0};
   \dpoint{b}{3}{0}{0};
   \dpoint{c}{6}{0}{0};
   \dpoint{d}{9}{0}{0};
   \dpoint{e}{12}{0}{0};
   \dpoint{f}{0}{3}{0};
   \dpoint{g}{3}{3}{0};
   \dpoint{h}{6}{3}{0};
   \dpoint{i}{9}{3}{0};
   \dpoint{j}{12}{3}{0};

   \daxis{1}{a};

   \dbeam{1}{f}{b};
   \dbeam{1}{b}{h};
   \dbeam{1}{h}{d};
   \dbeam{1}{d}{j};
   \dbeam{3}{a}{e};
   \dbeam{3}{f}{j};
   \dbeam{3}{a}{f};
   \dbeam{3}{b}{g};
   \dbeam{3}{c}{h};
   \dbeam{3}{d}{i};
   \dbeam{3}{e}{j};

   \dsupport{1}{b};
   \dsupport{1}{h}[0][0];
   \dsupport{1}{d}[0];

   \dhinge{2}{b}[f][h][1];
   \dhinge{2}{h}[b][d][1];
   \dhinge{2}{d}[h][j][1];

   \dlineload{5}{0}{f}{b}[.5][.5][.11];
   \dlineload{5}{0}{b}{h}[.5][.5][.11];
   \dlineload{5}{0}{h}{d}[.5][.5][.11];
   \dlineload{5}{0}{d}{j}[.5][.5][.11];

   \ddimensioning{xy}{f}{g}{4.5}[$3$\,m];
   \ddimensioning{xy}{g}{h}{4.5}[$3$\,m];
   \ddimensioning{xy}{h}{i}{4.5}[$3$\,m];
   \ddimensioning{xy}{i}{j}{4.5}[$3$\,m];
   \ddimensioning{yx}{e}{j}{13}[$3$\,m];

   \dnotation{1}{f}{$q=10$\,kN/m}[above left=3mm];
   \dnotation{1}{b}{$A$}[below left];
   \dnotation{1}{h}{$C$}[right=2mm];
   \dnotation{1}{d}{$B$}[below left];

 \end{tikzpicture}

https://github.com/hackl/TikZ-StructuralAnalysis/blob/master/figure-02.png

List of References

[Hackl2011a] Hackl, J.: Manual TikZ Library for Structural Analysis, Graz University of Technology, Institute for Structural Analysis, Graz, 2011.

[Hackl2011b] Hackl, J.: Manual TikZ 3D Library for Structural Analysis, Graz University of Technology, Institute for Structural Analysis, Graz, 2011.

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