Computer · Structural Analysis
40 kN/m के समान रूप से वितरित भार (UDL) के अधीन एक सतत धरन (continuous beam) में स्पैन AB (लंबाई = 6 मीटर) और स्पैन BC (लंबाई = 8 मीटर) के लिए अधिकतम मुक्त बंकन आघूर्ण (free bending moment) कोटि ज्ञात कीजिए।
- 1AB = 170 kNm और BC = 330 kNm
- 2AB = 190 kNm और BC = 300 kNm
- 3AB = 180 kNm और BC = 320 kNm✓
- 4AB = 160 kNm और BC = 280 kNm
सही उत्तर देखें
AB = 180 kNm और BC = 320 kNm
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