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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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