Computer · Design of Concrete Structures
IS 456:2000 में डिज़ाइन की सीमा स्थिति विधि (limit state method) के अनुसार, सीधे अक्षीय संपीड़न (direct axial compression) के तहत विफलता पर कंक्रीट में अधिकतम विकृति (strain) का मान क्या होता है?
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 10.0020✓
- 20.0200
- 30.0025
- 40.0035
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0.0020
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