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Structural Design 2

Total questions: 42

Worksheet time: 42mins

Name
Class
Date
1.

The steel provided in the beam is such that both concrete and steel reach the limiting values of strain simultaneously.

a)

Balanced section

b)

Under reinforced section

c)

Over reinforced section

2.

The steel provided in the beam is such that steel reach the limiting values of strain prior to concrete. This results in yielding of the steel and the steel could yield till it attains the ultimate strain at which point it breaks.

a)

Balanced section

b)

Under reinforced section

c)

Over reinforced section

3.

The steel provided in the beam is such that concrete reach the limiting values of strain prior to steel. This results in breaking in concrete and since now there is no concrete present to take the compression, the beam fails suddenly.

a)

Balanced section

b)

Under reinforced section

c)

Over reinforced section

4.

The additional margin that we get under this section helps in prevention of a sudden failure and provide the necessary warning to the inhabitants of the building.

a)

Balanced section

b)

Under reinforced section

c)

Over reinforced section

5.

One in which the main reinforcement is provided only in the tension zone

a)

Singly reinforced beam

b)

Doubly reinforced beam

c)

T beam

6.

Here, the ultimate bending moment is less than the limiting bending moment.

a)

Singly reinforced beam

b)

Doubly reinforced beam

c)

T beam

7.

Occasionally, beams are restricted by space or aesthetic requirements to such extent the compression concrete should be reinforced with steel to carry compression.

a)

Singly reinforced beam

b)

Doubly reinforced beam

c)

T beam

8.

Reinforced concrete floor usually consist of slabs and beams, which are placed or monolithic poured. In this effect, the beam will have an extra width at the top (that is under compression) called flanges.

a)

Singly reinforced beam

b)

Doubly reinforced beam

c)

T beam

9.

A reinforcement used to resist shear and diagonal tension stresses in a concrete structural member

a)

Stirrups

b)

Ties

c)

Purlins

10.

Very dangerous especially if it happens before flexure failure because they can occur without warning

a)

Shear failure

b)

Bending failure

11.

Minimum cross section of column

a)

200 x 300 mm

b)

200 x 400 mm

c)

150 x 300 mm

d)

150 x 200 mm

12.

Column minimum gross area

a)

60000 mm2

b)

80000 mm2

c)

45000 mm2

d)

30000 mm2

13.

The reinforcement provided in columns where primary mode of load transfer is through bending and shear

a)

Lateral ties

b)

Stirrups

c)

Purlins

14.

Lateral ties for longitudinal bars with 32 mm or smaller

a)

10 mm

b)

12mm

c)

14 mm

15.

Lateral ties for longitudinal bars with 36 mm or larger and for bundles longitudinal bars

a)

10 mm

b)

12mm

c)

14 mm

16.

The spacing of lateral ties shall not exceed

a)

16 x longitudinal bar diameter

b)

14 x longitudinal bar diameter

c)

12 x longitudinal bar diameter

d)

10 x longitudinal bar diameter

17.

The spacing of lateral ties shall not exceed

a)

48 x tie bar diameter

b)

45 x tie bar diameter

c)

40 x tie bar diameter

d)

38 x tie bar diameter

18.

The spacing of lateral ties shall not exceed

a)

The least dimension of the compression member

b)

The most dimension of the compression member

c)

The least dimension of the tension member

d)

The most dimension of the tension member

19.

Minimum spacing of spirals

a)

25 mm

b)

50 mm

c)

75 mm

d)

20 mm

20.

Maximum spacing of spirals

a)

25 mm

b)

50 mm

c)

75 mm

d)

20 mm

21.

A form of concrete that is prepared, cast, and cured off-site, usually in a controlled factory environment, using reusable molds.

a)

Precast concrete

b)

Reinforced concrete

c)

Prestressed concrete

22.

Was brought about by building cost that has increased considerably faster than most industrial materials and affected by amount of on-site labor involved in traditional methods of construction

a)

Precast concrete

b)

Reinforced concrete

c)

Prestressed concrete

23.

A structural material that allows for predetermined, engineering stresses to be placed in members to counteract the stresses that occur when they are subject to loading

a)

Precast concrete

b)

Reinforced concrete

c)

Prestressed concrete

24.

It combines the high strength compressive properties of concrete with the high tensile strength of steel.

a)

Precast concrete

b)

Reinforced concrete

c)

Prestressed concrete

25.

Method of prestressing for reinforcing concrete where once the concrete has gained strength but before the service loads are applied, the cables are pulled tight, or tensioned, and anchored against the outer edges of the concrete

a)

Post-tensioning

b)

Pre-tensioning

26.

The tendons were given tension prior to the concrete being cast.

a)

Post-tensioning

b)

Pre-tensioning

27.

A category of steel used for making construction materials in a variety of shapes

a)

Structural steel

b)

Reinforced steel

c)

Rebars

d)

Steel bars

28.

Property of steel where this makes it possible to reduce a building's dead load and to minimize the space taken up by structural elements

a)

Strength

b)

Toughness

c)

Ductitilty

d)

Weldability

e)

Durability

29.

Property of steel where it shows its ability to resist brittle fracture. The ability to resist brittle fracture are dependent on a number of factors that should be considered at the specification stage.

a)

Strength

b)

Toughness

c)

Ductitilty

d)

Weldability

e)

Durability

30.

Property of steel where it is the measure of the degree to which the steel can strain or elongate between the onset of yield and eventual fracture under tensile loading

a)

Strength

b)

Toughness

c)

Ductitilty

d)

Weldability

e)

Durability

31.

Property of steel where it involves locally melting the steel, which subsequently cools

a)

Strength

b)

Toughness

c)

Ductitilty

d)

Weldability

e)

Durability

32.

The most common means of providing corrosion protection to construction steel

a)

Painting

b)

Galvanizing

33.

Used for both beams and columns. They are called _______ because the width of the flange is greater than that of standard I beams.

a)

Wide flange

b)

Structural tees

c)

Steel angles

d)

Channels

34.

Made by cutting either a wide flange section or I beam in half

a)

Wide flange

b)

Structural tees

c)

Steel angles

d)

Channels

35.

Often used for chords of steel trusses

a)

Wide flange

b)

Structural tees

c)

Steel angles

d)

Channels

36.

Are available either equal or unequal legs. They are designated by the letter L followed by the lengths of the angles and then followed by the thickness of the legs.

a)

Wide flange

b)

Structural tees

c)

Steel angles

d)

Channels

37.

These are used in pairs for members for steel trusses or singly as lintels in a variety of applications.

a)

Wide flange

b)

Structural tees

c)

Steel angles

d)

Channels

38.

A hot rolled, mild steel structural C shape with inside radius corners that is ideal for all structural applications, general fabrication, manufacturing and repairs

a)

Wide flange

b)

Structural tees

c)

Steel angles

d)

Channels

39.

The second most used metal in buildings after steel

a)

Aluminum

b)

Stainless steel

c)

Carbon steel

40.

Fabricated normally from plates / strips / sheets

a)

Built up section

b)

Rolled section

41.

Produced in reduction rolling mill by reshaping the input under heavy pressure in designed shape of application

a)

Built up section

b)

Rolled section

42.

Generally shaped by welding of plate pieces as per designed geometry

a)

Built up section

b)

Rolled section