1. The number of independent equations to be satisfied for static equilibrium of a plane structure is
2. If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by
3. Number of unknown internal forces in each member of a rigid jointed plane frame is
4. Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is
5. Degree of kinematic indeterminacy of a pin-jointed plane frame is given by
6. Independent displacement components at each joint of a rigid-jointed plane frame are
7. If in a pin-jointed plane frame (m + r) > 2j, then the frame is
8. A pin-jointed plane frame is unstable if
9. A rigid-jointed plane frame is stable and statically determinate if
10. The number of independent equations to be satisfied for static equilibrium in a space structure is
11. The degree of static indeterminacy of a pin-jointed space frame is given by
12. The degree of static indeterminacy of a rigid-jointed space frame is
13. The degree of kinematic indeterminacy of a pin-jointed space frame is
14. The number of independent displacement components at each joint of a rigid-jointed space frame is
15. If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is
16. The principle of virtual work can be applied to elastic system by considering the virtual work of
17. Castigliano's first theorem is applicable
18. Principle of superposition is applicable when
19. In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always
20. The carryover factor in a prismatic member whose far end is fixed is
21. In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as
22. The degree of static indeterminacy up to which column analogy method can be used is
23. The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in
24. In the slope deflection equations, the deformations are considered to be caused by
25. The three moments equation is applicable only when
26. While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of
27. The Castigliano's second theorem can be used to compute deflections
28. Bending moment at any section in a conjugate beam gives in the actual beam
29. For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust
30. For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust
31. A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be
32. The maximum bending moment due to a train of wheel loads on a simply supported girder
33. When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
34. When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that
35. When a series of wheel loads crosses a simply supported girder, the maximum bending moment under any given wheel load occurs when
36. Which of the following is not the displacement method ?
37. Study the following statements.
38. Select the correct statement.
39. To generate the j th column of the flexibility matrix
40. For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal
41. Effects of shear force and axial force on plastic moment capacity of a structure are respectively to
42. Which of the following methods of structural analysis is a force method ?
43. Which of the following methods of structural analysis is a displacement method ?
44. In the displacement method of structural analysis, the basic unknowns are
45. The fixed support in a real beam becomes in the conjugate beam a
46. The width of the analogous column in the method of column analogy is
47. A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?
48. The deformation of a spring produced by a unit load is called
49. For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is
50. Muller Breslau's principle for obtaining influence lines is applicable to
51. Consider the following statements:Sinking of an intermediate support of a continuous beam
52. A load 'W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is
53. When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would
2. If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by
3. Number of unknown internal forces in each member of a rigid jointed plane frame is
4. Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is
5. Degree of kinematic indeterminacy of a pin-jointed plane frame is given by
6. Independent displacement components at each joint of a rigid-jointed plane frame are
7. If in a pin-jointed plane frame (m + r) > 2j, then the frame is
8. A pin-jointed plane frame is unstable if
9. A rigid-jointed plane frame is stable and statically determinate if
10. The number of independent equations to be satisfied for static equilibrium in a space structure is
11. The degree of static indeterminacy of a pin-jointed space frame is given by
12. The degree of static indeterminacy of a rigid-jointed space frame is
13. The degree of kinematic indeterminacy of a pin-jointed space frame is
14. The number of independent displacement components at each joint of a rigid-jointed space frame is
15. If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is
16. The principle of virtual work can be applied to elastic system by considering the virtual work of
17. Castigliano's first theorem is applicable
18. Principle of superposition is applicable when
19. In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always
20. The carryover factor in a prismatic member whose far end is fixed is
21. In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as
22. The degree of static indeterminacy up to which column analogy method can be used is
23. The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in
24. In the slope deflection equations, the deformations are considered to be caused by
25. The three moments equation is applicable only when
26. While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of
27. The Castigliano's second theorem can be used to compute deflections
28. Bending moment at any section in a conjugate beam gives in the actual beam
29. For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust
30. For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust
31. A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be
32. The maximum bending moment due to a train of wheel loads on a simply supported girder
33. When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
34. When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that
35. When a series of wheel loads crosses a simply supported girder, the maximum bending moment under any given wheel load occurs when
36. Which of the following is not the displacement method ?
37. Study the following statements.
38. Select the correct statement.
39. To generate the j th column of the flexibility matrix
40. For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal
41. Effects of shear force and axial force on plastic moment capacity of a structure are respectively to
42. Which of the following methods of structural analysis is a force method ?
43. Which of the following methods of structural analysis is a displacement method ?
44. In the displacement method of structural analysis, the basic unknowns are
45. The fixed support in a real beam becomes in the conjugate beam a
46. The width of the analogous column in the method of column analogy is
47. A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?
48. The deformation of a spring produced by a unit load is called
49. For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is
50. Muller Breslau's principle for obtaining influence lines is applicable to
51. Consider the following statements:Sinking of an intermediate support of a continuous beam
52. A load 'W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is
53. When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would
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