GATE Civil Engineering (CE) 2019 Shift 1 Solved Paper

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Tie bars of 12mm diameter are to be provided in a concrete pavement slab. The working tensile stress of the tie bars is 230MPa, the average bond strength between a tie bar and concrete is 2MPa, and the joint gap between the slab is 10mm. Ignoring the loss of bond and the tolerance factor, the design length of the tie bars (in mm, round off to the nearest integer) is ________
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