15 सदस्यों, 3 प्रतिक्रिया घटकों और 14 जोड़ों वाले दृढ़ संयुक्त समतल फ्रेम की स्थिर अनिश्चितता की डिग्री क्या होगी?

This question was previously asked in
BPSC AE Paper 5 (Civil Engineering) 2012 Official Paper
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  2. 3
  3. 6
  4. 8

Answer (Detailed Solution Below)

Option 3 : 6
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संकल्पना:

समतल फ्रेम(दृढ़ जोड़) के लिए स्थिर अनिश्चितता की डिग्री  = 3m + R – 3J

जहाँ, m = सदस्य की संख्या, R = आलम्बन प्रतिक्रिया की संख्या, J = जोड़ो की संख्या

गणना:

m = 15, R = 3, J = 14

∴ Ds = 3m + R – 3J = 3 × 15 + 3 – 3 × 14 = 6

महत्वपूर्ण बिंदु:

समतल फ्रेम की स्थिर अनिश्चितता की डिग्री = 3m + R – 3J

समतल फ्रेम की शुद्ध गतिक अनिश्चितता की डिग्री = 3J – R

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