I Strongly Say...
We the Engineering aspirants, We have Exam as per schedule that may be SSC JE or AEE.
• Continue Your Preparation.
We the Engineering aspirants, We have Exam as per schedule that may be SSC JE or AEE.
• Continue Your Preparation.
❤6
Among the following statements relating the fundamental lines of a transit theodolite, which one is CORRECT
Anonymous Quiz
24%
The line of collimation must be perpendicular to the horizontal axis
8%
The axis of altitude level must be perpendicular to the line of collimation
7%
The axis of plate level must lie in a plane parallel to the vertical axis.
15%
The Vernier of vertical circle must read zero when the line of collimation is vertical.
47%
All the Above
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The latitude and departure of a line AB are + 78 m and – 45.1 m respectively. The whole circle bearing of the line AB is
Anonymous Quiz
14%
30°
14%
150°
34%
210°
39%
330°
The magnetic bearing of a line AB is S 45° E and the declination is 5° West. The true bearing of the line AB is
Anonymous Quiz
11%
S45°E
39%
S40°E
17%
S50°W
32%
S50°E
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The observed magnetic bearing of a line OE was found to be 185°. It was later discovered that station O had a local attraction of +1.5°. The true bearing of the line OE, considering a magnetic declination of 3.5°E shall be
Anonymous Quiz
18%
190°
38%
187°
25%
180°
18%
181
If A + B means A is the mother of B; A - B means A is the brother B; A % B means A is the father of B and A x B means A is the sister of B, which of the following shows that P is the maternal uncle of Q?
Anonymous Quiz
27%
Q-N+MxP
27%
P+SxN-Q
43%
P-M+NxQ
3%
Q-S%P
A strip footing of width 3 m is founded at a depth of 1m in loose sand (¥= 18 kN/m^3, ¢= 30°, c = 0). For local shear failure, the reduced shear strength parameter tan¢' to be used in determining bearing capacity factors is:
Anonymous Quiz
23%
0.385
36%
0.577
25%
0.288
16%
0.450
CIVIL ENGINEERING NOTES - GATE/SSC-JE/RRB-JE/AEE/AE
A strip footing of width 3 m is founded at a depth of 1m in loose sand (¥= 18 kN/m^3, ¢= 30°, c = 0). For local shear failure, the reduced shear strength parameter tan¢' to be used in determining bearing capacity factors is:
Expected it in upcoming exams
❤1
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In a laboratory soil test, the sample has an area of cross section 12.50 cm^2, hydraulic gradient is 2 and discharge measured is 150 ml in 120 sec. The coefficient of permeability will be ____.
Anonymous Quiz
14%
0.1 mm/sec
40%
0.5 mm/sec
16%
5 mm/sec
30%
0.2 mm/sec
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