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A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is subjected to a clockwise couple of 300 kNm at a distance of 4m from the left end. The deflection at the point of application of the couple is _______ mm
(A) 9.12
(B) 9.72
    Correct answer is option ''. Can you explain this answer?
    Verified Answer
    A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is...
    Taking moments about A, Vb × 6 = 300
    Vb = 50 kN ↑
    ∴ Va = 50 kN ↓
    The B.M at any section distant x from A is given by,
    Integrating,
    Integrating !gain,
    EIy =
    AT x = 0, t = 0
    ∴ C2 = 0
    At x = 6, y = 0
    ∴ 0 =
    ∴ C1 = 200
    Deflection at C. Putting x = 4m, in the deflection equation,
    EIyc =
    = 266.67
    Max. deflection. This will occur in the larger segment. Equating the slope to zero, we get,
    ∴ x = 2√2 m
    Putting x = 2√2 m in the deflection equation
    EIymax =
    ymax =
    = 9.43 mm
    Question_Type: 5
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    Most Upvoted Answer
    A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is...
    Taking moments about A, Vb × 6 = 300
    Vb = 50 kN ↑
    ∴ Va = 50 kN ↓
    The B.M at any section distant x from A is given by,
    Integrating,
    Integrating !gain,
    EIy =
    AT x = 0, t = 0
    ∴ C2 = 0
    At x = 6, y = 0
    ∴ 0 =
    ∴ C1 = 200
    Deflection at C. Putting x = 4m, in the deflection equation,
    EIyc =
    = 266.67
    Max. deflection. This will occur in the larger segment. Equating the slope to zero, we get,
    ∴ x = 2√2 m
    Putting x = 2√2 m in the deflection equation
    EIymax =
    ymax =
    = 9.43 mm
    Question_Type: 5
    Free Test
    Community Answer
    A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is...
    Taking moments about A, Vb × 6 = 300
    Vb = 50 kN ↑
    ∴ Va = 50 kN ↓
    The B.M at any section distant x from A is given by,
    Integrating,
    Integrating !gain,
    EIy =
    AT x = 0, t = 0
    ∴ C2 = 0
    At x = 6, y = 0
    ∴ 0 =
    ∴ C1 = 200
    Deflection at C. Putting x = 4m, in the deflection equation,
    EIyc =
    = 266.67
    Max. deflection. This will occur in the larger segment. Equating the slope to zero, we get,
    ∴ x = 2√2 m
    Putting x = 2√2 m in the deflection equation
    EIymax =
    ymax =
    = 9.43 mm
    Question_Type: 5
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    A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is subjected to a clockwise couple of 300 kNm at a distance of 4m from the left end. The deflection at the point of application of the couple is _______ mm(A) 9.12(B) 9.72Correct answer is option ''. Can you explain this answer?
    Question Description
    A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is subjected to a clockwise couple of 300 kNm at a distance of 4m from the left end. The deflection at the point of application of the couple is _______ mm(A) 9.12(B) 9.72Correct answer is option ''. Can you explain this answer? for Class 7 2024 is part of Class 7 preparation. The Question and answers have been prepared according to the Class 7 exam syllabus. Information about A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is subjected to a clockwise couple of 300 kNm at a distance of 4m from the left end. The deflection at the point of application of the couple is _______ mm(A) 9.12(B) 9.72Correct answer is option ''. Can you explain this answer? covers all topics & solutions for Class 7 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A beam of span 6m and of uniform flexural rigidity EI = 40000 kNm2 is subjected to a clockwise couple of 300 kNm at a distance of 4m from the left end. The deflection at the point of application of the couple is _______ mm(A) 9.12(B) 9.72Correct answer is option ''. Can you explain this answer?.
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