ASSESSMENT OF RESIDUAL LIFE OF GIRDERS OF BRIDGE No
ASSESSMENT OF RESIDUAL LIFE OF GIRDERS OF BRIDGE No
ASSESSMENT OF RESIDUAL LIFE OF GIRDERS OF BRIDGE No
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Cummulative Traffic in GMT<br />
Traffic in GMT<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
900<br />
800<br />
700<br />
600<br />
500<br />
400<br />
300<br />
200<br />
100<br />
0<br />
50-51<br />
50-51<br />
53-54<br />
53-54<br />
56-57<br />
59-60<br />
Traffic in GMT passed in the past<br />
62-63<br />
65-66<br />
Cummulative traffic in passed in the past<br />
56-57<br />
59-60<br />
62-63<br />
65-66<br />
68-69<br />
71-72<br />
68-69<br />
71-72<br />
Years<br />
74-75<br />
Years<br />
20<br />
77-78<br />
80-81<br />
83-84<br />
86-87<br />
89-90<br />
92-93<br />
95-96<br />
Fig – 3<br />
Fig – 3a<br />
Computed stress cycles with different stress ranges for traffic<br />
density of 27 GMT<br />
74-75<br />
77-78<br />
80-81<br />
83-84<br />
86-87<br />
89-90<br />
92-93<br />
95-96<br />
UP<br />
DN<br />
UP<br />
DN
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