我无法在 Latex 文档中插入表格。以下是错误消息
"{\clearpage \thispagestyle {empty}\begin {landscape}\centering \begin \ETC.
! File ended while scanning use of \afterpage.
<inserted text>
\par
l.123 \include{C-chapter5}
I suspect you have forgotten a `}', causing me
to read past where you wanted me to stop.
I'll try to recover; but if the error is serious,
you'd better type `E' or `X' now and fix your file"
\afterpage{%
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\centering % Center table
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $1.6*10^5$, $1.6*10^8$ N for stiffness increment value of $10^{7}$ $\frac{N}{m}$}
\label{tab:5.230}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $2.4*10^5$, $2.4*10^8$ N for stiffness increment value of $10^{7}$ $\frac{N}{m}$}
\label{tab:5.231}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table
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\centering % Center table
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = 0 N for stiffness increment value of $10^{9}$ $\frac{N}{m}$}
\label{tab:5.232}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & constant & constant & constant & constant & constant & constant \\ \hline
3 & decrease & decrease & constant & constant & constant & constant & constant & constant \\ \hline
4 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
5 & increase & increase & constant & constant & constant & constant & constant & constant \\ \hline
\end{tabular}
\end{table}
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $0.8*10^5$, $0.8*10^8$ N for stiffness increment value of $10^{9}$ $\frac{N}{m}$}
\label{tab:5.233}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & increase & increase & increase & increase & increase & increase & constant & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
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\centering % Center table
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $1.6*10^5$, $1.6*10^8$ N for stiffness increment value of $10^{9}$ $\frac{N}{m}$}
\label{tab:5.234}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P = \\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $2.4*10^5$, $2.4*10^8$ N for stiffness increment value of $10^{9}$ $\frac{N}{m}$}
\label{tab:5.235}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P = \\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
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\centering % Center table
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = 0 N for stiffness increment value of $10^{11}$ $\frac{N}{m}$}
\label{tab:5.236}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} \\ \hline
1 & & & & & & & & \\ \hline
2 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
3 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
4 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
5 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
\end{tabular}
\end{table}
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $0.8*10^5$, $0.8*10^8$ N for stiffness increment value of $10^{11}$ $\frac{N}{m}$}
\label{tab:5.237}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & constant & increase & constant & increase & constant & increase & constant & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
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\centering % Center table
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $1.6*10^5$, $1.6*10^8$ N for stiffness increment value of $10^{11}$ $\frac{N}{m}$}
\label{tab:5.238}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P = \\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & constant & increase & constant & increase & constant & increase & constant & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $2.4*10^5$, $2.4*10^8$ N for stiffness increment value of $10^{11}$ $\frac{N}{m}$}
\label{tab:5.238}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P = \\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
3 & decrease & decrease & decrease & decrease & decrease & decrease & decrease & decrease \\ \hline
4 & constant & increase & constant & increase & constant & increase & constant & increase \\ \hline
5 & increase & increase & increase & increase & increase & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
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\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = 0 N for stiffness increment value of $10^{13}$ $\frac{N}{m}$}
\label{tab:5.239}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} & \textbf{P = 0} \\ \hline
1 & & & & & & & & \\ \hline
2 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
3 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
4 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
5 & constant & constant & constant & constant & constant & constant & constant & constant \\ \hline
\end{tabular}
\end{table}
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $0.8*10^5$, $0.8*10^8$ N for stiffness increment value of $10^{13}$ $\frac{N}{m}$}
\label{tab:5.240}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -0.8*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & constant & increase & increase & increase & constant & increase & constant & increase \\ \hline
3 & constant & decrease & decrease & decrease & constant & decrease & constant & decrease \\ \hline
4 & constant & increase & constant & increase & constant & increase & constant & increase \\ \hline
5 & constant & increase & increase & increase & constant & increase & constant & increase \\ \hline
\end{tabular}
\end{table}
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\centering % Center table
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $1.6*10^5$, $1.6*10^8$ N for stiffness increment value of $10^{13}$ $\frac{N}{m}$}
\label{tab:5.241}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P = \\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -1.6*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & constant & increase & increase & increase & constant & increase & constant & increase \\ \hline
3 & decrease & decrease & decrease & decrease & constant & decrease & constant & decrease \\ \hline
4 & constant & increase & constant & increase & constant & increase & constant & increase \\ \hline
5 & increase & increase & constant & increase & constant & increase & constant & increase \\ \hline
\end{tabular}
\end{table}
\begin{table}[]
\centering
\caption{Natural frequency change patterns of Shear beam as the number of modes increases from n = 1 to n = 5 for axial compression load = $2.4*10^5$, $2.4*10^8$ N for stiffness increment value of $10^{13}$ $\frac{N}{m}$}
\label{tab:5.242}
\begin{tabular}{|c|c|c|c|c|c|c|c|c|}
\hline
\textbf{} & \multicolumn{8}{c|}{\textbf{Change in Natural Frequency}} \\ \hline
\textbf{} & \multicolumn{2}{c|}{\textbf{cl = 1.5}} & \multicolumn{2}{c|}{\textbf{cl = 2}} & \multicolumn{2}{c|}{\textbf{cl = 2.5}} & \multicolumn{2}{c|}{\textbf{cl = 3}} \\ \hline
\textbf{Mode No} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P = \\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}5\end{tabular}} & \textbf{\begin{tabular}[c]{@{}c@{}}P =\\ -2.4*10\textasciicircum{}8\end{tabular}} \\ \hline
1 & & & & & & & & \\ \hline
2 & increase & increase & increase & increase & constant & increase & constant & increase \\ \hline
3 & decrease & decrease & decrease & decrease & constant & decrease & decrease & decrease \\ \hline
4 & constant & increase & constant & increase & constant & increase & constant & increase \\ \hline
5 & increase & increase & constant & increase & constant & increase & increase & increase \\ \hline
\end{tabular}
\end{table}
\end{landscape}
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}