MCQOPTIONS
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MCQOPTIONS
This section includes 101 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 51. |
Flexibility matrix is always:- |
| A. | symmetric |
| B. | non-symmetric |
| C. | anti-symmetric |
| D. | depends upon loads applied |
| Answer» B. non-symmetric | |
| 52. |
What will be the value of mBC, after solving these equations? |
| A. | 3.09 |
| B. | 1.54 |
| C. | 12.86 |
| D. | -3.09 |
| Answer» B. 1.54 | |
| 53. |
What will be the value of mAB, after solving these equations? |
| A. | 3.09 |
| B. | 1.54 |
| C. | 12.86 |
| D. | -3.09 |
| Answer» C. 12.86 | |
| 54. |
Total how many equations will be generated? |
| A. | 1 |
| B. | 2 |
| C. | 3 |
| D. | 4 |
| Answer» E. | |
| 55. |
What will be the extra condition, which we will get if we conserve moment near joint B? |
| A. | mba + mca = 0 |
| B. | mba + mcb = 0 |
| C. | mba + mbc = 0 |
| D. | mab + mbc = 0 |
| Answer» D. mab + mbc = 0 | |
| 56. |
What will be the rotation of beam BC at point C? |
| A. | 0.2 |
| B. | -0.2 |
| C. | can’t say |
| Answer» D. | |
| 57. |
What will be the FEM at point B in beam AB? |
| A. | 0 |
| B. | 10 |
| C. | 20 |
| D. | 30 |
| Answer» B. 10 | |
| 58. |
3 SUPPORT SETTLEMENT - SYMMETRIC FRAMES WITH SYMMETRIC AND SKEW-SYMMETRIC LOADINGS. |
| A. | 0 |
| B. | 10 |
| C. | 20 |
| D. | 30 |
| Answer» B. 10 | |
| 59. |
Carryover Moment at end B due to moment M applied at end A for the given non-prismatic beam is |
| A. | 0 |
| B. | m |
| C. | greater than m/2 |
| D. | lesser than m/2 |
| Answer» D. lesser than m/2 | |
| 60. |
Carryover Moment is defined as |
| A. | the moment applied at one end to cause unit slope at the support |
| B. | the additional moment applied at one end to completely resist the rotation caused due to external loading |
| C. | the moment developed or induced at one end due to a moment at another end |
| D. | the moment applied at one end to cause unit slope at another end |
| Answer» D. the moment applied at one end to cause unit slope at another end | |
| 61. |
Moment Distribution Method is applicable to the determinate and indeterminate structure. |
| A. | true |
| B. | false |
| Answer» C. | |
| 62. |
What will be MAB in this case? |
| A. | ei θa/l |
| B. | 2ei θa/l |
| C. | 3ei θa/l |
| D. | 4ei θa/l |
| Answer» E. | |
| 63. |
What will be MBA in this case? |
| A. | ei θa/l |
| B. | 2ei θa/l |
| C. | 3ei θa/l |
| D. | 4ei θa/l |
| Answer» C. 3ei θa/l | |
| 64. |
If point A goes down and point B goes up, then this will be:- |
| A. | positive rotation |
| B. | negative rotation |
| C. | can’t say |
| D. | depends upon magnitude |
| Answer» C. can’t say | |
| 65. |
What is the Degree of freedom of this beam? |
| A. | 1 |
| B. | 2 |
| C. | 3 |
| D. | 4 |
| Answer» D. 4 | |
| 66. |
Deflection Equations method was developed by:- |
| A. | mohr |
| B. | bernoulli |
| C. | maxwell |
| D. | mohr and manderla |
| Answer» E. | |
| 67. |
The relation between hydraulic coefficients is Cd = Cc × Cv. |
| A. | false |
| B. | true |
| Answer» C. | |
| 68. |
The Cv taken for sharp edged orifice generally is |
| A. | 0.97 |
| B. | 0.98 |
| C. | 0.95 |
| D. | 0.99 |
| Answer» C. 0.95 | |
| 69. |
Bell mouthed orifices can be categorised in according to |
| A. | size |
| B. | shape |
| C. | shape of upstream |
| D. | nature of discharge |
| Answer» D. nature of discharge | |
| 70. |
A mouthpiece is a short length of a pipe which is not more than                      times its diameter. |
| A. | 3-4 |
| B. | 5-6 |
| C. | 1 -2 |
| D. | 2-3 |
| Answer» E. | |
| 71. |
A propped cantilever beam carrying total load “W†distributed evenly over its entire length calculate the vertical force required in the prop. |
| A. | 3/4 w |
| B. | w |
| C. | 5/8 w |
| D. | 3/8 w |
| Answer» E. | |
| 72. |
In propped cantilevers, the prop reaction is 3/8 wl. |
| A. | true |
| B. | false |
| Answer» B. false | |
| 73. |
The section which has a minimum cross sectional are in a flow is known as |
| A. | vena contracta |
| B. | thyrocade |
| C. | submergent |
| D. | upstream edge |
| Answer» B. thyrocade | |
| 74. |
A fixed beam of the uniform section is carrying a point load at the centre, if the moment of inertia of the middle half portion is reduced to half its previous value, then the fixed end moments will |
| A. | increase |
| B. | remains constant |
| C. | decrease |
| D. | change their direction |
| Answer» B. remains constant | |
| 75. |
The maximum negative bending moment in fixed beam carrying udl occurs at |
| A. | mid span |
| B. | 1/3 of the span |
| C. | supports |
| D. | half of the span |
| Answer» D. half of the span | |
| 76. |
After writing sde, what is the second step? |
| A. | use stress-strain relationship |
| B. | use equilibrium equations |
| C. | use compatibility equations |
| D. | can’t say |
| Answer» C. use compatibility equations | |
| 77. |
How many sde (slope deflection equations) are possible if 4 supports are there? |
| A. | 0 |
| B. | 3 |
| C. | 4 |
| D. | 6 |
| Answer» E. | |
| 78. |
Initially, how many total unknowns will be there in 6 equations? |
| A. | 3 |
| B. | 6 |
| C. | 9 |
| D. | 12 |
| Answer» D. 12 | |
| 79. |
If support A settles by 1mm downward, what is direction of rotation at point B? |
| A. | +ve |
| B. | -ve |
| C. | can’t say |
| D. | depends upon loading at point a |
| Answer» C. can’t say | |
| 80. |
If support A settles by 1mm downward, what is direction of rotation at point A? |
| A. | +ve |
| B. | -ve |
| C. | can’t say |
| D. | depends upon loading at point a |
| Answer» C. can’t say | |
| 81. |
If a beam has 4 external supports, then how many parts would it be divided in case of using slope deflection equations? |
| A. | 0 |
| B. | 1 |
| C. | 2 |
| D. | 3 |
| Answer» E. | |
| 82. |
If support B settles by 1mm downward, what is direction of rotation at point A? |
| A. | +ve |
| B. | -ve |
| C. | can’t say |
| D. | depends upon loading at point a |
| Answer» B. -ve | |
| 83. |
While drawing BMD after using these equations, in which direction is moment taken as positive? |
| A. | clockwise |
| B. | anti-clockwise |
| C. | depends upon case |
| D. | depends upon loading |
| Answer» D. depends upon loading | |
| 84. |
While using slope deflection method, in which direction is moment taken as positive? |
| A. | clockwise |
| B. | anti-clockwise |
| C. | depends upon case |
| D. | depends upon loading |
| Answer» B. anti-clockwise | |
| 85. |
After using all the joint conditions, how many unknowns are still left? |
| A. | 0 |
| B. | 1 |
| C. | 2 |
| D. | 3 |
| Answer» C. 2 | |
| 86. |
What will be the deflection of beam AB? |
| A. | 0 |
| B. | 1/ei |
| C. | 2/ei |
| D. | can’t say |
| Answer» B. 1/ei | |
| 87. |
What will be the rotation of beam AB at point A? |
| A. | 0.2 |
| B. | -0.2 |
| C. | can’t say |
| Answer» D. | |
| 88. |
What will be the deflection of beam BC? |
| A. | 0 |
| B. | 1/ei |
| C. | 2/ei |
| D. | can’t say |
| Answer» B. 1/ei | |
| 89. |
How many separate parts will be required for this question? |
| A. | 0 |
| B. | 1 |
| C. | 2 |
| D. | 3 |
| Answer» D. 3 | |
| 90. |
What will be the value of mBA, after solving these equations? |
| A. | 3.09 |
| B. | 1.54 |
| C. | 12.86 |
| D. | -3.09 |
| Answer» D. -3.09 | |
| 91. |
What will be the support reaction at point B? |
| A. | 4.95 |
| B. | -5.95 |
| C. | 3.65 |
| D. | can’t say |
| Answer» B. -5.95 | |
| 92. |
What will be the value of mCB, after solving these equations? |
| A. | 3.09 |
| B. | 1.54 |
| C. | 12.86 |
| D. | -3.09 |
| Answer» E. | |
| 93. |
If in the above problem in Q5, if load P is excessively increased in simply supported beam, then where would a hinge like point form? |
| A. | at one of the ends |
| B. | at both ends |
| C. | at centre |
| D. | at centre as well as both ends |
| Answer» C. at centre | |
| 94. |
Differential settlement is problematic to which type of structure? |
| A. | statically determinate |
| B. | statically indeterminate |
| C. | both |
| D. | neither |
| Answer» C. both | |
| 95. |
Which type of structure would cost less in terms of supports? |
| A. | statically determinate |
| B. | statically indeterminate |
| C. | both will cost equally |
| D. | depends upon loading |
| Answer» B. statically indeterminate | |
| 96. |
Which type of structure would cost less in terms of materials? |
| A. | statically determinate |
| B. | statically indeterminate |
| C. | both will cost equally |
| D. | depends upon loading |
| Answer» C. both will cost equally | |
| 97. |
Fabrication errors don’t cause additional stresses in statically indeterminate structures. State whether the above statement is true or false. |
| A. | true |
| B. | false |
| Answer» C. | |
| 98. |
There are two beams of equal length L and a load P is acting on centre of both beams. One of them is simply supported at both ends while the other one is fixed at both ends. Deflection of centre of simply supported beam will be                      times that of defection of centre of fixed beam. |
| A. | 1 |
| B. | 2 |
| C. | 3 |
| D. | 4 |
| Answer» E. | |
| 99. |
Which structure will perform better during earthquake? |
| A. | statically determinate |
| B. | statically indeterminate |
| C. | both |
| D. | depends upon magnitude of earthquake |
| Answer» C. both | |
| 100. |
in most cases, for a given loading maximum stress and deflection of an indeterminate structure are                      than that of a determinate one. |
| A. | larger |
| B. | smaller |
| C. | larger for small load |
| D. | smaller for larger load |
| Answer» C. larger for small load | |