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All concrete cracks. So one doesn't have to worry about hairline cracks. If it is an old structure, cracks may develop because of corrosion of reinforcment bars. One should open up the plaster/concrete cover and check for the amount of corrosion. If it is nominal, one can plaster up again with waterproofing chemical. If the corrosion is more, there are methods of strengthening a beam. One should have this beam inspected by a structural engineer. If such hairline cracks have developed along with excessive deflection at the mid-span section of a beam. One should vacate the building and get it strengthened by a structural engineer.

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Q: What will happen if hairline crack at mid beam area of 2 supporting column?
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