McqMate
| 101. |
Identify the given footing below. |
| A. | continuous footing |
| B. | cantilever footing |
| C. | strip footing |
| D. | combine footing |
| Answer» B. cantilever footing | |
| 102. |
Identify the given footing below. |
| A. | cantilever footing |
| B. | continuous footing |
| C. | strip footing |
| D. | pad footing |
| Answer» B. continuous footing | |
| 103. |
Identify the given footing below. |
| A. | simple pad footing |
| B. | steeped footing |
| C. | strip footing |
| D. | stepped pad footing |
| Answer» D. stepped pad footing | |
| 104. |
Identify the type of foundation below. |
| A. | wall footing |
| B. | combine footing |
| C. | grillage footing |
| D. | strap footing |
| Answer» C. grillage footing | |
| 105. |
Which type of footing is applicable when the wall carries light loads or when the safe bearing pressure is very high? |
| A. | simple strip footing |
| B. | stepped footing |
| C. | simple pad footing |
| D. | eccentric footing |
| Answer» A. simple strip footing | |
| 106. |
The shape of combined footing is mostly |
| A. | rectangular |
| B. | square |
| C. | circular |
| D. | trapezoidal |
| Answer» D. trapezoidal | |
| 107. |
A system in which water is supplied only for fixed few hours, such system is called |
| A. | closed |
| B. | intermittent |
| C. | combined |
| D. | lift |
| Answer» B. intermittent | |
| 108. |
The design of rigid rectangular combined footing consist in determining the |
| A. | pressure distribution |
| B. | location of center of gravity of column |
| C. | shear force |
| D. | safe bearing pressure |
| Answer» B. location of center of gravity of column | |
| 109. |
|
| A. | raft footing |
| B. | strap footing |
| C. | trapezoidal combined footing |
| D. | rectangular combined footing |
| Answer» A. raft footing | |
| 110. |
If the independent spread footing of two columns are connected by a beam, it is called |
| A. | combined footing |
| B. | trapezoidal combined footing |
| C. | strap footing |
| D. | raft footing |
| Answer» C. strap footing | |
| 111. |
Which of the following condition is true regarding the transfer of load from strap to soil, used in strap footing? |
| A. | transfer load to soil |
| B. | does not transfer load to soil |
| C. | partially transfer to load |
| D. | none of the mentioned |
| Answer» B. does not transfer load to soil | |
| 112. |
value. |
| A. | stress distribution |
| B. | compression index |
| C. | maximum bending moment |
| D. | safe bearing pressure |
| Answer» C. maximum bending moment | |
| 113. |
For a rectangular combined footing, x̅ is given as |
| A. | x̅ = l/2 |
| B. | l/3 < x̅ < l/2 |
| C. | x̅ = l/3 |
| D. | none of the mentioned |
| Answer» A. x̅ = l/2 | |
| 114. |
Generally combined footing is assumed to rest on |
| A. | cohesive soil |
| B. | homogeneous soil |
| C. | cohesion-less soil |
| D. | non homogeneous soil |
| Answer» B. homogeneous soil | |
| 115. |
The design procedure of strap footing is essentially that of |
| A. | direct method |
| B. | trial and error method |
| C. | graphical method |
| D. | none of the mentioned |
| Answer» B. trial and error method | |
| 116. |
What will be the shape of footing if a=0, is substituted in the pressure intensity equation “q2 = a. qs”? |
| A. | rectangular |
| B. | triangular |
| C. | trapezoidal |
| D. | circular |
| Answer» B. triangular | |
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