Fatigue Evaluation of Steel Bridges (2012) / Chapter Skim
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5 Optimal performance of a bridge under normal service loads is essential for full and effective use by the motoring public. Problems that occur as a result of excessive deflections, deteriorating deck conditions, or fatigue cracking of steel girders or beams under normal operating service loads can cause delays and inconvenience for the public as these problems are being corrected.
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From page 6... ...
6welds. The objective of the tests is to classify the tack weld detail into the appropriate fatigue category based on the observed fatigue life of the tack welds.
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