Computer · Design of Concrete Structures
सीमांत स्थिति डिजाइन विधि (limit state method) में, विफलता के समय खंड में तनाव सुदृढीकरण (tension reinforcement) में अधिकतम विकृति (strain) किससे कम नहीं होनी चाहिए?
- 1f y 1.15 E s + 0.035
- 2f y 1.15 E s + 0.02
- 3f y 1.15 E s + 0.0035
- 4f y 1.15 E s + 0.002✓
सही उत्तर देखें
f y 1.15 E s + 0.002
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