Computer · Design of Concrete Structures
सीमित स्थिति विधि (limit state method) द्वारा प्रबलित कंक्रीट संरचनाओं के डिजाइन के लिए, विफलता पर प्रत्यक्ष अक्षीय संपीड़न (direct axial compression) और आनमन संपीड़न (flexural compression) के तहत सबसे बाहरी संपीड़न फाइबर में कंक्रीट में अधिकतम विकृति (strain) को क्रमशः ______ और ______ लिया जाता है।
- 10.0035, 0.002
- 20.002, 0.0035✓
- 30.002, 0.035
- 40.02, 0.0035
सही उत्तर देखें
0.002, 0.0035
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