Computer · Reinforced Concrete Structures
सीमा अवस्था विधि (limit state method) के अनुसार प्रबलित कंक्रीट (RC) बीम खंड में नाममात्र कर्तन प्रतिबल (nominal shear stress) वितरण कैसा होता है?
- 1पूर्णतः रेखीय (Linear)
- 2तनन क्षेत्र में परवलयाकार (Parabolic)
- 3पूर्णतः परवलयाकार (Parabolic)
- 4केवल संपीड़न क्षेत्र (compression area) में परवलयाकार✓
सही उत्तर देखें
केवल संपीड़न क्षेत्र (compression area) में परवलयाकार
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