Files
presentation/s_steel.tex
2014-06-01 12:36:46 +06:00

35 lines
875 B
TeX

\begin{tabular}{m{4.5cm}||m{0.5cm}|m{0.5cm}|m{0.5cm}|m{0.5cm}|m{0.5cm}|m{0.5cm}}
\hline
& $K_{\sigma_{11}}$
& $K_{\sigma_{22}}$
& $K_{\sigma_{33}}$
& $K_{\sigma_{12}}$
& $K_{\sigma_{13}}$
& $K_{\sigma_{23}}$ \\
\hline
\hline
Равнокомпонентное сжатие &
$\frac{0.99}{1.00}$ &
$\frac{1.00}{1.00}$ &
$\frac{1.06}{1.05}$ &
$\frac{0.99}{1.02}$ &
$\frac{1.52}{2.30}$ &
$\frac{1.76}{1.46}$ \\
\hline
Сжатие вдоль основы &
$\frac{0.99}{1.00}$ &
$\frac{1.00}{1.03}$ &
$\frac{1.06}{1.06}$ &
$\frac{1.00}{0.97}$ &
$\frac{1.47}{3.70}$ &
$\frac{1.42}{5.60}$ \\
\hline
Сжатие вдоль утка &
$\frac{1.16}{1.21}$ &
$\frac{1.05}{0.96}$ &
$\frac{1.05}{1.30}$ &
$\frac{1.07}{0.91}$ &
$\frac{1.12}{3.04}$ &
$\frac{1.61}{2.85}$ \\
\hline
\end{tabular}