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Q. Define lap length of reinforcement?
In some structural codes, lap length of reinforcement is simplified to be a certain percentage (e.g. 25%) higher than anchorage length. This necessity is to cater for stress concentrations at the end of lap bars. A smaller load when compared with load to pull out an anchored bar in concrete triggers splitting of concrete along the bar since the effect of stress concentration. A higher value of lap length is adopted in design code to provide for this phenomenon.
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Sometimes side of concrete bridges is observed to turn black in colour . What is the main reason being for the phenomenon ?
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