Btukfyl

Sir/Madam!

My landscape tables are appearing in the body of the text whereas portrait tables are appearing at the end of the file. Please help me to remove the figures and tables from the text of my file and place them at the end of the file, after the tables and figure caption list. I am enclosing the code.

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NameTag{Singh, today}



begin{document}



The range of Strain transducer was +/- 4000 micro-strain, sensitivity = 500 micro-strain/Vout/Vext with accuracy < +/- 1 percent.



Based on theoretical simulation of the bridge using MATLAB, strain gages were placed at critical locations as shown in Fig. ref{fig:sensorloc}.



%begin{landscape}

%begin{figure}[p !]

begin{sidewaysfigure}

centering

includegraphics[width=columnwidth]{sensor_loc}

caption{Location of sensors}

label{fig:sensorloc}

end{sidewaysfigure}

%end{figure}

%end{landscape}



section{Observations and calculations}

The details of trains for which strains have been measured have been shown in Table ref{tab:train_run}. 



begin{table}

centering

caption{Details of trains instrumented for Fatigue life estimation}

label{tab:train_run}

begin{tabular}{$p{0.6in}^p{.2in}^p{1.8in}^p{1.2in}^p{.4in}^p{1in}}

hlinehline

Date&   Run No& Train details&  Engine details& Time (Hrs)& Speed (Kmph) \

hline

18.06.16&   1&  59 BOXN Empty Goods&    27540WAG7&  13:03&  20 to 5 to 20 \

 -do-&  2&  12347 Up Howrah Rampurhat Exp&  16225R/WDM3A&   13:35&  20 \

 -do-&  3&  12369 Up Upasana Exp&   22650/WAP4& 14:18&  20 \

 -do-&  4&  11448 Up Shaktipunj Exp&    22531/WAP4& 14:26&  20 \

 -do-&  5&  59 BXNHS Loaded Goods&  27537/WAG7& 14:46&  20 \

19.06.16&   1&  13151 Up Jammu Tawi Exp&    22906/WAP4& 13:19&  20 \

 -do-&  2&  12347 Up Howrah Rampurhat Exp&  14006R/WDM3A&   13:28&  20 \

 -do-&  3&  58 BOXN Loaded Goods&   24693/WAG9& 14:00&  5 to 20 \

hlinehline

end{tabular}

end{table}

%

begin{longtable}{$p{1in}^p{1in}^p{1in}^p{1in}^p{1in}}

caption{Cumulative GMT of Up Howrah-Barddhaman Chord line between Saktigarh and Barddhaman}

label{tab:GMT} \

hlinehline

Year    &Annual GMT&Annual GMT per line&Cum GMT\

hline



1996-97&    38& 19& 480.155\

1997-98&    41& 20.5&   500.655\

1998-99&    42& 21& 521.655\

1999-00&    42& 21& 542.655\

2000-01&    40& 20& 562.655\

2001-02&    43& 21.5&   584.155\

2002-03&    42& 21& 605.155\

2003-04&    42& 21& 626.155\

2004-05&    44& 22& 648.155\

2005-06&    47& 23.5&   671.655\

2006-07&    46& 23& 694.655\

2007-08&    50& 25& 719.655\

2008-09&    58& 29& 748.655\

2009-10&    62& 31& 779.655\

2010-11&    63& 31.5&   811.155\

2011-12&    60& 30& 841.155\

2012-13&    62& 31& 872.155\

2013-14&    63& 31.5&   903.655\

2014-15&    63& 31.5&   935.155\

2015-16&    63& 31.5&   966.655\

hlinehline

multicolumn{5}{l}{Note: Data obtained from Track Modernization Cell of Eastern Railway}

end{longtable}



Sample calculation of effective cycles for the critical member i.e. cross girder (Strain gauge no. 2289) has been furnished in Table ref{tab:SampleCalc}.



begin{table}

centering

caption{Sample calculation of effective cycles for cross girder}

label{tab:SampleCalc}

begin{tabular}{$p{0.6in}^p{1.8in}^p{1.5in}^p{1.5in}}

hlinehline

Stress range in N/mm2&No. of observed effective cycles from Rain flow histogram (say a)&No. of modified effective cycles (ni) = ax(68/8)x1.4)&No. of theoretical cycles (Ni) as per S-N curve x $10^6$ \

hline

0-10&   117&    1392&   3990.00 \

10-20&  91& 1083&   498.75 \

20-30&  1&  11.9&   147.78 \

30-40&  2&  23.8&   62.34 \

40-50&  2&  23.8&   31.92 \

hlinehline

end{tabular}

end{table}



From Table ref{tab:reslifeeuro3}, it is seen that stringers (after replacement) are still the critical members from fatigue considerations with residual fatigue life of 169 years.



begin{sidewaystable}

centering

caption{Calculation of residual life from Fatigue considerations using S-N curve in Eurocode 3}

label{tab:reslifeeuro3}

begin{tabular}{lllllllllllllll}

hlinehline

multirow{3}{*}{Member}       & multirow{3}{*}{Strain} &     multicolumn{5}{c}{Observed ni for 8 trains (5 Pass + 3 Goods)} & multicolumn{5}{c}{Equated for 68 trains (48 Pass + 20 Goods)} & {Damage} & {Total} & {Residual} \

                              &                                   &  0-10          & 10-20           & 20-30          & 30-40         & 40-50         & 0-10            & 10-20          & 20-30          & 30-40         & 40-50         &          {per}                                           &  {life}       & {life}  \

                                  & Gauge                                  & 35563          & 1111          & 146.35        & 34.73         & 11.38        & 35563            & 1111 & 146.35         & 34.73       & 11.38       &       {Day(D)} \

                              hline

multirow{1}{*}{Top chord}    & 2897                                                                                     & 125           & 4               & 3              & 1             &               & 1488          & 47.6           & 35.7           & 11.9          & 0             & 0.3426                                         & 2399             & 2307  \

Vertical                      & 2895                                                                                      & 18            &                 &                &               &               & 214.2           & 0              & 0              & 0             & 0             & 0                                        & -  & -                                                      \

multirow{1}{*}{Diagonal}     & 2892                                                                                      & 92            & 1               & 2              &               &               & 1095          & 11.9           & 23.8           & 0            & 0             & 0                                         & -      & -  \

multirow{1}{*}{End raker}    & 2829                                                                                      & 36            & 0               & 2              & 1             &               & 428.4           & 0              & 23.8           & 11.9          & 0             & 0.3426                                         & 2399     & 2307 \

multirow{1}{*}{Bottom chord} & 2891                                                                                      & 109           & 9               &                &               &               & 1297          & 107          & 0              & 0             & 0             & 0                                       & -    & -  \

multirow{1}{*}{Cross girder} & 2889                                                                                      & 117           & 91              & 1              & 2             & 2             & 1392        & 1083        & 11.9           & 23.8          & 23.8          & 2.7767                                     & 296      & 204  \

multirow{1}{*}{Stringers}    & 2890                                                                                      & 107           & 111             & 1              & 2             & 4             & 1273          & 1321         & 11.9           & 23.8          & 47.6          & 4.8681                                         & 169      & 167* \

                            hlinehline \

multicolumn{5}{l}{*Not reduced as Stringers have been recently changed.} \

multicolumn{9}{l}{Theoretical cycles below 32MPa (stress below cut-off limit) have not been considered.}

end{tabular}

end{sidewaystable}



For this kind of cycle the maximum stress is equal to the minimum stress but completely opposite in nature i.e. $sigma _m$ = 0 as shown Fig. ref{fig:revcycle}.



begin{figure}

centering

includegraphics[scale=0.8]{HCFtest}

caption{Experimental Setup of High Cycle Fatigue test}

label{fig:hcftest}

end{figure}



pagebreak



end{document}

May kindly help..

Thanking you & regards Sitesh