Cfrgtkky

I do not want any line no to be shown in pdf out of LaTex file. But I am getting line numbers in 'List of tables'.
I am enclosing the file:

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begin{document}

begin{nolinenumbers}



section{Introduction and Objective}

On Indian Railways, there are 139 thousand bridges out of which approximately 25 percent bridges are more than 100 years old. 



In order to achieve above objective, an instrumentation has been conducted on  Eastern Railway.





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}





From the above traffic details, the fatigue damage produced by the past traffic may be considered as 90 percent for this study as bridge members have undergone 102 years of fatigue life. Only stringers have been replaced recently.





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}



end{nolinenumbers}

end{document}

May please help.

Thanks and regards,
Sitesh Kumar Singh