ASSESSMENT OF RESIDUAL LIFE OF GIRDERS OF BRIDGE No

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All dimensions are in mm 18 Fig – 1
Stress range in N per sq mm 1000 100 Stress Range Vs <strong>No</strong>. of cycles S-N Curve 10 0.100 1.000 10.000 <strong>No</strong>. of cycles in millions 19 Br. 73 DN Fig. - 2 Traffic passed (GMT) between BCT– VR Section during 1950-96
Page 1 and 2: Ministry of Railways Government of
Page 3 and 4: INDEX S.No Contents Page no. 1. Int
Page 5 and 6: 11x 48.5 m spans in bridge No. 75 w
Page 7 and 8: d) The fatigue life of standard spa
Page 9 and 10: slowly before failure, which shows
Page 11 and 12: k1 = ------------------------------
Page 13 and 14: Life = 120 / k1 m = 594 years Remai
Page 15 and 16: 15 Table -1 RU Loading : Annual tra
Page 17: Year GMT during the GMT Cum. GMT du
Page 21 and 22: No. of cycles 70 60 50 40 30 20 10
Page 23 and 24: 1. The Vasai Creek is spanned by br
Page 25 and 26: vii) The girders are having sliding
Page 27 and 28: WEIGHT CALCULATION Calculation shee
Page 29: REFERENCES: 29 Annexure - III 1. Es

ASSESSMENT OF RESIDUAL LIFE OF GIRDERS OF BRIDGE No

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