Physics · Reinforced Cement Concrete
IS 456:2000 के अनुसार कंक्रीट संरचनाओं के चरम सीमा स्थिति डिजाइन (ultimate limit state design) के लिए, प्रत्यक्ष अक्षीय संपीड़न और नमन संपीड़न के तहत कंक्रीट की विफलता विकृति (failure strain) क्रमशः ली जाती है:
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 10.0035 और 0.002
- 20.002 और 0.0035✓
- 30.002 और 0.035
- 40.02 और 0.0035
सही उत्तर देखें
0.002 और 0.0035
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