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Basic Civil Engineering

Total questions: 17

Worksheet time: 21mins

Name
Class
Date
1.

In LAYOUT FINALISATION, which of the following is not the Secondary Details :-

a)

Future expansion of switchyard should be easily possible

b)

In seismic prone zones height of structures should be as low as possible.

c)

Location and Orientation of Main Entry of Switchyard

d)

The outgoing transmission line should not cross each other

2.

For Field Test , Significant depth of Exploration For isolated fdn :

a)

0.5 to 1 times the width

b)

1.5 to 2 times the width

c)

2.5 to 4 times the width

d)

None

3.

For Field Test , Significant depth of Exploration For Pile fdn :

a)

1m to 5m

b)

5m to 15m

c)

20m to 35m

4.

In reamed piles type of Deep Foundations :-

a)

are constructed to a depth of 1 to 3m into the ground

b)

are constructed to a depth of 3 to 8m into the ground

c)

are constructed to a depth of 10 to 18m into the ground

d)

None

5.

In Friction piles type of Deep Foundations :-

a)

Terminated at Lower depth

b)

Terminated at Higher depth

c)

Terminated at Average depth

d)

None

6.

What is the MINIMUM REQUIREMENT of Contour survey extending outside the boundary wall on all sides :

a)

up to at least 2 m

b)

up to at least 5 m

c)

up to at least 10 m

d)

None

7.

Which of the following is not the type of Substation Structure :

a)

Gantry Structure–DP / Lattice

b)

Outgoing Feeder–RSJ Pole (DP)

c)

Road / River Crossing RSJ / Tubular / Lattice

d)

Equipment Support Structure –DP / Lattice

8.

Which of the following is not the type of Line Structure :

a)

DTR Structure –SP / DP PSC / RSJ / Tubular

b)

Equipment Support Structure –DP / Lattice

c)

Road / River Crossing RSJ / Tubular / Lattice

d)

None

9.

Which of the following is not correct for Pole Structures :

a)

The pole shall be erected such that minimum 1/6th of the total length of the pole shall be embedded into the ground surface

b)

Orientation of Poles structures shall be according to the loading or stringing direction

c)

The loading on the poles can be exceeded its design capacity, consider a considerable factor of safety on loads as the poles are manufactured in un-monitored conditions

d)

The pole shall be erected such that minimum 1/6th of the total length of the pole shall be embedded into the ground surface

10.

Which of the following is not the type of Pole Foundation :

a)

Rectangular

b)

Circular

c)

Pyramidal

d)

None

11.

Which of the following is not Minor Equipment :

a)

LA

b)

CT

c)

HG Fuse

d)

Isolator

12.

Which of the following is not Major Equipment :

a)

AB Switch

b)

VCB

c)

Transformer

d)

HG Fuse

13.

Which of the following is type of Transformer Foundation:-

a)

Pedestal Type

b)

Block Type

c)

Both of the above

d)

None

14.

For Thermal Expansion and Contraction and to resist Sway Caused by Wind in Boundary Wall :-

a)

Expansion joint at Every 2‐5 m

b)

Expansion joint at Every 4‐8 m

c)

Expansion joint at Every 12‐15 m

d)

None

15.

Which of the following is not the type of Road :

a)

Flexible Pavement

b)

Rigid Pavement

c)

WBM Road Foot Path

d)

Wooden Pavement

16.

What is WBM Road Foot Path :-

a)

Water Bound Macadam

b)

Water Below Main Road

c)

Water Between Main Road

d)

Water Bounded by main road

17.

ELECTRICAL CONDUITS should be laid :-

a)

AFTER PLASTERING

b)

AFTER PAINTING COMPLETED

c)

DURING BRICK WORK

d)

NONE