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Structural Anal...

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  • Question 1
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    In the virtual work method of plastic analysis of steel structure, the virtual quantity is

  • Question 2
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    The figure below shows the displacement caused by load P at two points 1 and 2 respectively. According to Maxwell reciprocal theorem which option is CORRECT.

  • Question 3
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    A fixed beam AB is subjected to a triangular load varying from zero at end A to ‘w’ per unit length at end B. The ratio of fixed end moment at B to A will be

  • Question 4
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    Find the carry over moment at support B, in the beam shown with internal hinges at C & D:-

  • Question 5
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    Pick the incorrect statement among the following regarding Influence line diagram (ILD):

  • Question 6
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    Which of the following is not true regarding assumptions made for matrix method of structural analysis?

  • Question 7
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    The correct order of strain energy in the beams:-

  • Question 8
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    The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span is

  • Question 9
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    The strain energy stored (U) in the cantilever beam shown is –

  • Question 10
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    The flexibility matrix for a beam is given as \(\left| {\begin{array}{*{20}{c}} b&a\\ d&c \end{array}} \right|,\) which of the following represent the correct relation between b and c, given that b and c are non-zero real numbers.

  • Question 11
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    Find the vertical displacement of joint B if the spring constant k = 1 KN/mm and the rigid beam is loaded as shown below:-

  • Question 12
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    The members carrying zero force (i.e. zero-force members) in the truss shown in the figure, for any lad P > 0 with no appreciable deformation of the truss (i.e. with no appreciable change in angles between the members), are

  • Question 13
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    Find the rotation of joint B if the frame is loaded as shown below:

  • Question 14
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    All members of the frame shown below have equal flexural rigidity EI. Calculate the rotation of joint O if moment M is applied?

  • Question 15
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    Determine the kinematic indeterminacy of the beam shown below:

  • Question 16
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    The total degree of indeterminacy (external + internal) for the bridge truss is :

  • Question 17
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    A two hinged semi-circular arch of radius R carries a concentrated load W at the crown. The horizontal thrust is

  • Question 18
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    A three – hinged parabolic arch rid of span L and crown rise ‘h’ carries a uniformly distributed superimposed load of intensity ‘w’ per unit length. The hinges are located on two abutments at the same level and the third hinge at a quarter span location from the left-hand abutment. The horizontal trust on the abutment is:

  • Question 19
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    In a two-hinged parabolic arch (consider arch to be initially unloaded) an increase in temperature induces -

  • Question 20
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    While fabricating a square truss, the member BD was somehow defectively short (fabrication defect) as shown in the figure. So stress developed in the member AC immediately after constructing the truss by force would be

  • Question 21
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    For a linear elastic frame, if the stiffness matrix is doubled with respect to the existing stiffness matrix, the deflection of the resulting frame will be

  • Question 22
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    The forces in members BE, CD, BC in the truss shown

  • Question 23
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    Stiffness coefficient k23 for the beam shown below is

  • Question 24
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    Length of each member of the truss shown in the figure is 3m. Member AB and CD are subjected to a temperature rise of 40°C and coefficient of thermal expansion, α is 12 × 10-6/°C. The vertical deflection at joint E is________

  • Question 25
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    Uniformly distributed load w per unit length is suspended from a cable between point A and B. If the points A and B are at the same level at distance 'l' and central sage of the cable is h, the horizontal thrust developed of supports is -

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