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%Расчет фермы. Кирсанов М.Н., 2006, mpei2004@yandex.ru
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\vskip23mm Усилия в стержнях фермы\vskip5mm \begin{tabular}{|c|c|c|c|c|c|c|c|c|c|}\hline\No &Длина &Высота&Высота& Нижний &Стойки &Верхний &Раскосы\\    &панели    &ниж.пояса&стойки& пояс & &пояс&\\\hline1 &   3.00&  0.50&  1.00&68.4311&-0.0000&0.0000&-87.8653\\ 
2 &   3.00&  1.00&  2.00&81.1035&22.5000&-75.4673&-19.2074\\ 
3 &   3.00&  1.50&  3.00&79.8363&8.3333&-89.4427&2.2535\\ 
4 &   3.00&  2.00&  4.00&72.9932&-1.2500&-88.0452&14.0962\\ 
5 &   3.00&  2.50&  5.00&63.3621&-9.0000&-80.4984&22.6699\\ 
6 &   3.00&  3.00&  6.00&72.9932&46.6667&-69.8771&-17.1264\\ 
7 &   3.00&  2.50&  5.00&79.8363&19.0000&-80.4984&-10.3720\\ 
8 &   3.00&  2.00&  4.00&81.1035&11.2500&-88.0452&-1.6271\\ 
9 &   3.00&  1.50&  3.00&68.4311&1.6667&-89.4427&13.9754\\ 
10 &   3.00&  1.00&  2.00&-0.0000&-12.5000&-75.4673&68.4311\\ 
11 &              &             &             &                 &-45.0000&                        &            \\ 
\hline\end{tabular}\vskip3mm Нагрузки: \vskip3mm\noindent УЗЕЛ 2, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 3, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 4, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 5, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 6, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 7, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 8, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 9, $F = 10.000, \alpha=  -90.00$\\
\noindent УЗЕЛ 10, $F = 10.000, \alpha=  -90.00$\\
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