Computer · Design of Concrete Structures
In the context of crack control in liquid retaining concrete structures, what does IS 3370 (Part 2) specify as the maximum calculated surface crack width for direct tension and flexural tension under service loads?
- 10.1 mm✓
- 20.2 mm
- 30.3 mm
- 40.05 mm
Correct answer
0.1 mm
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