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कनिष्ठ अभियंता - २.pdf
5.4 MB
TMC कनिष्ठ अभियंता 2 Result
कनिष्ठ_अभियंता_१_नागरी.pdf
839.8 KB
TMC कनिष्ठ अभियंता 1 नागरी Result
If the value of normal stress acting on an axially loaded bar is 100 MPA.What will be the value of shear stress?
Anonymous Quiz
35%
50 MPa
38%
100 Mpa
24%
150 Mpa
4%
200 Mpa
❤1
When nominal shear stress in a reinforced concrete section exceeds shear strength of concrete, shear reinforcement shall be provided in the form of
Anonymous Quiz
21%
Bent up bars and stirrups
31%
Vertical or Inclined stirrups
47%
Either (A) or (B)
1%
Neither (A) nor (B)
What is the effective length of compression member effectively held in position at both ends, but not restrained against rotation?
Anonymous Quiz
18%
1.2 L
34%
2.0 L
34%
1.0 L
13%
0.8 L
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In a bar of uniform cross- section with length L and applied force P. If the length L of the bar is doubled with all other parameters same, the extension of the bar will
Anonymous Quiz
16%
Remain same
43%
Increases 100% of initial
22%
Reduced to half
18%
Increase 4 times
The value of partial safety of factor concrete & steel, respectively as per limit of collapse flexure are
Anonymous Quiz
6%
1.5 & 1.115
76%
1.5 & 1.15
10%
1.115 & 1.5
8%
1.15 & 1.5
❤3
Thickness of an isolated RCC footing at its edge shall not be less than _________.
Anonymous Quiz
24%
300 mm
29%
75 mm
13%
50 mm
34%
150 mm
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Equivalent torque is defined as the torque which acting alone would produce "X" equal to the "X" caused by the combined bending and torsion. "X" here refers to
Anonymous Quiz
24%
Maximum bending moment
44%
Maximum shear stress
19%
Maximum deflection
14%
Maximum rotation
❤4
The minimum sleeper density for all Track Renewal (complete track re-newal and through sleeper renewal), Doubling, Gauge Conversion and New Line construction works shall be ______.
Anonymous Quiz
16%
1280 numbers per km
39%
1520 numbers per km
28%
1660 numbers per km
17%
1380 numbers per km
As per IS 456:2000, basic values of span to effective depth ratios for spans up to 10m, for continuous beam is
Anonymous Quiz
7%
2
33%
20
56%
26
4%
30
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