Computer · Design of Concrete Structures
500 मिमी × 500 मिमी आकार के एक छोटे अक्षीय रूप से भारित वर्गाकार कॉलम पर 2000 kN का सर्विस लोड कार्य कर रहा है। IS 456:2000 के अनुसार चरम डिज़ाइन लोड (ultimate design load) और आवश्यक अनुदैर्ध्य सुदृढीकरण (longitudinal reinforcement) के न्यूनतम क्षेत्रफल की गणना करें।
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- 14000 kN, 3750 मिमी 2
- 23000 kN, 2000 मिमी 2✓
- 32000 kN, 2500 मिमी 2
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3000 kN, 2000 मिमी 2
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