Esempio di tabella che restituisce errore:
`
\documentclass[a4paper,10pt]{article}
\usepackage[big]{layaureo}
\usepackage{multicol}
\usepackage[latin1]{inputenc}
\usepackage[T1]{fontenc}
\usepackage[italian]{babel}
\usepackage{tikz}
\usetikzlibrary{calc,intersections,patterns}
\usepackage{pgfplots}
\usepackage{siunitx} % Per le tabelle numeriche
\sisetup{output-decimal-marker={,}}
\usepackage{amsmath,mathcomp}
\colorlet{verde}{green!80!black}
\newcommand{\abs}[1]{\left|#1\right|}
%opening
\title{Formulario C.A.\&C.A.P.}
\begin{document}
\begin{center}
\begin{tabular}{ll}
\begin{tikzpicture}[>=latex]
%%% struttura
%campiture:
\tikzset{ground/.style={fill,pattern=north east lines,draw=none,%
minimum width=1.2cm,minimum height=0.2cm}}
% disegno della struttura e del telaio
\draw[thick] (0,0) — (0,5) node[pos=0.5,above right]{$l$};
\draw[thick] (0,5) — (1,5) node[pos=0.9,below left]{$e_0$};
\draw [line width=1pt,dashed] (0,0) arc[start angle=0,end angle=30,x radius=-12cm,y radius=9.5cm];
%Vincolo incastro
\node (g1) at (0,0) [ground,anchor=north]{};
\draw (g1.north west) — (g1.north east);
%Forze
\draw[->] (1,6.2) — (1,5.1) node[pos=0.3 ,below right] {$P$};
\draw[->] (-1.2,5) — (-0.1,5) node[pos=0.3 ,above right] {$F$};
\end{tikzpicture}
&
\[
a = %\frac{Fh^3}{3EI} \frac{3}{\alpha^3 h^3}(\tan \alpha h-\alpha h)
\]
\\
\begin{center}
\begin{tabular}{ll}
\begin{tikzpicture}[>=latex]
%%% struttura
%campiture:
\tikzset{ground/.style={fill,pattern=north east lines,draw=none,%
minimum width=1.2cm,minimum height=0.2cm}}
% disegno della struttura e del telaio
\draw[thick] (0,0) — (0,5) node[pos=0.5,above right]{$l$};
\draw[thick] (0,5) — (1,5) node[pos=0.9,below left]{$e_0$};
\draw [line width=1pt,dashed] (0,0) arc[start angle=0,end angle=30,x radius=-12cm,y radius=9.5cm];
%Vincolo incastro
\node (g1) at (0,0) [ground,anchor=north]{};
\draw (g1.north west) — (g1.north east);
%Momento
\draw[<-] (0.5,5.5) arc[start angle=45,end angle=180,radius=0.5cm];
\path (-0.2,6) node(M) {$M$};
%Carico distribuito
\draw[<-] (0,0.1) -- (-.7,.1);
\draw (-.7,.1) -- (-.7,4.9) node[pos=0.5,above left]{$q$};
\draw[<-] (0,4.9) -- (-.7,4.9);
\draw[<-] (0,0.5) -- (-.7,0.5);
\draw[<-] (0,1) -- (-.7,1);
\draw[<-] (0,1.5) -- (-.7,1.5);
\draw[<-] (0,2) -- (-.7,2);
\draw[<-] (0,2.5) -- (-.7,2.5);
\draw[<-] (0,3) -- (-.7,3);
\draw[<-] (0,3.5) -- (-.7,3.5);
\draw[<-] (0,4) -- (-.7,4);
\draw[<-] (0,4.5) -- (-.7,4.5);
\end{tikzpicture}
&
\[
a = %\frac{Fh^3}{3EI} \frac{3}{\alpha^3 h^3}(\tan \alpha h-\alpha h)
\]
\end{tabular}
\end{center}
\end{document}`
esempio di immagine unica:
`
\documentclass[a4paper,10pt]{article}
\usepackage[big]{layaureo}
\usepackage{multicol}
\usepackage[latin1]{inputenc}
\usepackage[T1]{fontenc}
\usepackage[italian]{babel}
\usepackage{tikz}
\usetikzlibrary{calc,intersections,patterns}
\usepackage{pgfplots}
\usepackage{siunitx} % Per le tabelle numeriche
\sisetup{output-decimal-marker={,}}
\usepackage{amsmath,mathcomp}
\colorlet{verde}{green!80!black}
\newcommand{\abs}[1]{\left|#1\right|}
%opening
\title{Formulario C.A.\&C.A.P.}
\begin{document}
\begin{tikzpicture}[>=latex]
%%% struttura
%campiture:
\tikzset{ground/.style={fill,pattern=north east lines,draw=none,%
minimum width=1.2cm,minimum height=0.2cm}}
% disegno della struttura e del telaio
\draw[thick] (0,0) — (0,5) node[pos=0.5,above right]{$l$};
\draw[thick] (0,5) — (1,5) node[pos=0.9,below left]{$e_0$};
\draw [line width=1pt,dashed] (0,0) arc[start angle=0,end angle=30,x radius=-12cm,y radius=9.5cm];
%Vincolo incastro
\node (g1) at (0,0) [ground,anchor=north]{};
\draw (g1.north west) — (g1.north east);
%Forze
\draw[->] (1,6.2) — (1,5.1) node[pos=0.3 ,below right] {$P$};
\draw[->] (-1.2,5) — (-0.1,5) node[pos=0.3 ,above right] {$F$};
% %Momento
% \draw[<-] (0.5,5.5) arc[start angle=45,end angle=180,radius=0.5cm];
% \path (-0.2,6) node(M) {$M$};
% %Carico distribuito
% \draw[<-] (0,0.1) -- (-.7,.1);
% \draw (-.7,.1) -- (-.7,4.9) node[pos=0.5,above left]{$q$};
% \draw[<-] (0,4.9) -- (-.7,4.9);
% \draw[<-] (0,0.5) -- (-.7,0.5);
% \draw[<-] (0,1) -- (-.7,1);
% \draw[<-] (0,1.5) -- (-.7,1.5);
% \draw[<-] (0,2) -- (-.7,2);
% \draw[<-] (0,2.5) -- (-.7,2.5);
% \draw[<-] (0,3) -- (-.7,3);
% \draw[<-] (0,3.5) -- (-.7,3.5);
% \draw[<-] (0,4) -- (-.7,4);
% \draw[<-] (0,4.5) -- (-.7,4.5);
\path (10,4) node(M) {$a = \frac{Fh^3}{3EI} \frac{3}{\alpha^3 h^3}(\tan \alpha h-\alpha h)$};
\path (10,2) node(M) {$a_F = F \delta_{FF}\lambda(\alpha h)$};
%%% struttura
%campiture:
\tikzset{ground/.style={fill,pattern=north east lines,draw=none,%
minimum width=1.2cm,minimum height=0.2cm}}
% disegno della struttura e del telaio
\draw[thick] (0,8) -- (0,13) node[pos=0.5,above right]{$l$};
\draw[thick] (0,13) -- (1,13) node[pos=0.9,below left]{$e_0$};
\draw [line width=1pt,dashed] (0,8) arc[start angle=0,end angle=30,x radius=-12cm,y radius=9.5cm];
%Vincolo incastro
\node (g1) at (0,8) [ground,anchor=north]{};
\draw (g1.north west) -- (g1.north east);
% %Forze
% \draw[->] (1,6.2) — (1,5.1) node[pos=0.3 ,below right] {$P$};
% \draw[->] (-1.2,5) — (-0.1,5) node[pos=0.3 ,above right] {$F$};
%Momento
\draw[<-] (0.5,13.5) arc[start angle=45,end angle=180,radius=0.5cm];
\path (-0.2,14) node(M) {$M$};
%Carico distribuito
\draw[<-] (0,8.1) -- (-.7,8.1);
\draw (-.7,8.1) -- (-.7,12.9) node[pos=0.5,above left]{$q$};
\draw[<-] (0,12.9) -- (-.7,12.9);
\draw[<-] (0,8.5) -- (-.7,8.5);
\draw[<-] (0,9) -- (-.7,9);
\draw[<-] (0,9.5) -- (-.7,9.5);
\draw[<-] (0,10) -- (-.7,10);
\draw[<-] (0,10.5) -- (-.7,10.5);
\draw[<-] (0,11) -- (-.7,11);
\draw[<-] (0,11.5) -- (-.7,11.5);
\draw[<-] (0,12) -- (-.7,12);
\draw[<-] (0,12.5) -- (-.7,12.5);
\path (10,13) node(M) {$a = \frac{Fh^3}{3EI} \frac{3}{\alpha^3 h^3}(\tan \alpha h-\alpha h)\frac{Fh^3}{3EI} \frac{3}{\alpha^3 h^3}(\tan \alpha h-\alpha h)$};
\path (10,11) node(M) {$a_F = F \delta_{FF}\lambda(\alpha h)$};
\path (10,9) node(M) {$a_F = F \delta_{FF}\lambda(\alpha h) + F \delta_{FF}\lambda(\alpha h)$};
\end{tikzpicture}
\end{document}
`