Computer · Design of Concrete Structures
IS 456:2000 के अनुसार, विफलता (failure) के समय काट (section) में तनन सुदृढ़ीकरण (tension reinforcement) में अधिकतम विकृति (strain) किससे कम नहीं होनी चाहिए (जहाँ fy इस्पात की अभिलाक्षणिक सामर्थ्य और Es इस्पात का प्रत्यास्थता गुणांक है)?
Verified Solution4 OptionsUpdated: October 2026👁️1 View
Share:
- 10.002 + 0.85 Esfy
- 20.0035 + fy1.15 Es
- 30.0035 + 0.87 fyEs
- 40.002 + 0.87 fyEs✓
सही उत्तर देखें
0.002 + 0.87 fyEs
Download Single Question PDF
Save this question and verified answer as a clean study sheet with live clickable link.
👥
Share with Friends & Study Groups
Challenge your peer aspirants on WhatsApp or Telegram to solve this question!
Online Test Series
Start Free Mock Test →Preparing for Computer?
Practice full-length mock tests with real exam timers, instant score analysis, and all-India ranking.
Chapter Practice
Practice Design of Concrete Structures MCQs →Want more practice questions on Design of Concrete Structures?
Solve complete topic-wise tests with detailed solutions on GkGet.
Related Practice Questions
Recommended practice questions in Computer · Design of Concrete Structures