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TOS - multiple choice

Total questions: 71

Worksheet time: 38mins

Name
Class
Date
1.

EFFECTS OF APPLIED FORCES: Presses inward on an object, causing it to become compacted.

a)

Compression

b)

Tension

c)

Bending

d)

Shear

e)

Torsion

2.

EFFECTS OF APPLIED FORCES: A force along the length of a medium (stretched).

a)

Compression

b)

Tension

c)

Bending

d)

Shear

e)

Torsion

3.

EFFECTS OF APPLIED FORCES: The tension and compression to the cross section of body.

a)

Compression

b)

Tension

c)

Bending

d)

Shear

e)

Torsion

4.

EFFECTS OF APPLIED FORCES: The tension and compression to the cross section of body that resulted to its slippage.

a)

Compression

b)

Tension

c)

Bending

d)

Shear

e)

Torsion

5.

EFFECTS OF APPLIED FORCES: Twisting effect on cross section (torque).

a)

Compression

b)

Tension

c)

Bending

d)

Shear

e)

Torsion

6.

STRESS AND STRAIN DIAGRAM: The highest stress at which the stress-strain curve is a straight line.

a)

Proportionality Limit

b)

Elastic Limit

c)

Yield Point

d)

Ultimate Strength

e)

Rupture Strength

7.

STRESS AND STRAIN DIAGRAM: The maximum stress a material can withstand before the permanent deformation.

a)

Proportionality Limit

b)

Elastic Limit

c)

Yield Point

d)

Ultimate Strength

e)

Rupture Strength

8.

STRESS AND STRAIN DIAGRAM: A solid material is being stretched and begins to flow, or change shape permanently, divided by its original cross-sectional area.

a)

Proportionality Limit

b)

Elastic Limit

c)

Yield Point

d)

Ultimate Strength

e)

Rupture Strength

9.

STRESS AND STRAIN DIAGRAM: Maximum strength of materials prior to breaking or rupturing.

a)

Proportionality Limit

b)

Elastic Limit

c)

Yield Point

d)

Ultimate Strength

e)

Rupture Strength

10.

STRESS AND STRAIN DIAGRAM: Defined as the strain (deformation/elongation) at w/c the material collapses.

a)

Proportionality Limit

b)

Elastic Limit

c)

Yield Point

d)

Ultimate Strength

e)

Rupture Strength

11.

Visually displays a material's deformation (strain) in response to a tensile, compressive, or torsional load, & other applied forces).

a)

Stress and strain diagram

b)

Free body diagram

c)

Stress diagram

d)

Force diagram

12.

Defined as the functional performance of the structure and should be met.

a)

Strength Limit State

b)

Serviceability Limit State

c)

Service Limit

d)

Strength Limit

13.

The judgment is technical and the rules are established by building codes and design specifications (calculations and code standards).

a)

Strength Limit State

b)

Serviceability Limit State

c)

Service Limit

d)

Strength Limit

14.

The judgments are frequently non-technical; involves the perceptions and expectations of building owners and occupants (end-user’s experience);

a)

Strength Limit State

b)

Serviceability Limit State

c)

Service Limit

d)

Strength Limit

15.

Non-codified because the appropriate or desirable limits often vary from application to application

a)

Strength Limit State

b)

Serviceability Limit State

c)

Service Limit

d)

Strength Limit

16.

Comprises of a horizontal element supported by vertical elements and has been crucial in the development of architecture.

a)

POST-AND-LINTEL (TRABEATED)

b)

ARCH AND VAULT

c)

CORBEL OR CANTILLEVERED

d)

TRUSS

17.

A false arch; spans an opening like an arch by having successive courses of masonry project farther inward as they rise on each side of the gap.

a)

POST-AND-LINTEL (TRABEATED)

b)

ARCH AND VAULT

c)

CORBEL OR CANTILLEVERED

d)

TRUSS

18.

A triangulated system of (usually) straight interconnected structural elements

a)

POST-AND-LINTEL (TRABEATED)

b)

ARCH AND VAULT

c)

CORBEL OR CANTILLEVERED

d)

TRUSS

19.

In the ARCH AND VAULT, this is the curved structure that spans the opening between two piers or columns and supports loads from above.

a)

Arch

b)

Vault

c)

Base

d)

Slab

20.

In the ARCH AND VAULT, this is the structural member consisting of an arrangement of arches, usually forming a ceiling or roof.

a)

Arch

b)

Vault

c)

Base

d)

Slab

21.

It is sometimes also referred to as an open web girder.

(a)  

22.

In the forces acting in a truss, the ________ of members is always considered negative: dimensional shortening of the expansion joint along its longitudinal axis

a)

Axial compression

b)

Axial Tension

c)

Axial Torque

d)

Axial Bend

23.

In the forces acting in a truss, the _______ is always considered positive: lengthening along the same axis.

a)

Axial compression

b)

Axial Tension

c)

Axial Torque

d)

Axial Bend

24.

The highest component of a building's structure. Based on the weather and location, these can be sloped or flat.

a)

roof

b)

parapet

c)

lintel

d)

beams and slabs

25.

Walls that extend above the roof slab. It serves as a safety barrier for those who use the roof.

a)

roof

b)

parapet

c)

lintel

d)

beams and slabs

26.

Built above wall openings such as doors and windows. These structures can support the wall's weight as it passes over the opening.

a)

roof

b)

parapet

c)

lintel

d)

beams and slabs

27.

These make up the horizontal members of a building.

a)

roof

b)

parapet

c)

lintel

d)

beams and slabs

28.

The roof of a single-story building is formed by the (a)   .

29.

Vertical members that are constructed above ground level.

a)

columns

b)

damp proof course

c)

walls

d)

floors

30.

How many types of columns are there?

(a)  

31.

A waterproofing layer that is applied to the basement floor to stop water from rising into walls.

This is covered by the walls.

a)

columns

b)

damp proof course

c)

walls

d)

floors

32.

Vertical elements that support the roof; forms an enclosure that protects against rain, sunlight, wind, and other elements, and have openings that allow ventilation and access.

a)

columns

b)

damp proof course

c)

walls

d)

floors

33.

The surface that is laid on top of the plinth level.

a)

columns

b)

damp proof course

c)

walls

d)

floors

34.

A series of steps connecting different floors within a building structure.

a)

stairs

b)

plinth beam

c)

plinth

d)

foundation

35.

Beam structures that are built at ground level or higher to support the wall.

a)

stairs

b)

plinth beam

c)

plinth

d)

foundation

36.

Beam structures that are built at ground level or higher to support the wall.

a)

stairs

b)

plinth beam

c)

plinth

d)

foundation

37.

Built above ground level, it is a layer of cement mortar between the superstructure and the substructure

a)

stairs

b)

plinth beam

c)

plinth

d)

foundation

38.

It is located at the very bottom of the construction, in direct contact with the soil, and evenly distributes the load from the superstructure to the underlying soil.

a)

stairs

b)

plinth beam

c)

plinth

d)

foundation

39.

Standalone support for each column; square in shape to reduce bending moments and shearing forces at critical sections.

a)

individual/isolated footing

b)

combined footing

c)

strip foundation

d)

raft/mat foundation

40.

Shared support for multiple columns; commonly used when the columns or walls are close to each other and the soil's bearing capacity is limited.

a)

individual/isolated footing

b)

combined footing

c)

strip foundation

d)

raft/mat foundation

41.

Long, continuous footing support; used to support load-bearing walls, where the load-bearing capacity of the underlying ground has been evaluated and is deemed sufficient for the project. It can be used for closely grouped columns.

a)

individual/isolated footing

b)

combined footing

c)

strip foundation

d)

raft/mat foundation

42.


A single, large foundation slab resting on the soil that extends over the entire footprint of the building. Used when the soil is weak, the building is heavy, or the columns are closely spaced.

a)

individual/isolated footing

b)

combined footing

c)

strip foundation

d)

raft/mat foundation

43.

Vertical structural elements are driven into the ground. Used in situations where the top layer of soil is weak and unable to hold the weight of the building.

a)

Pile foundation

b)

Drilled Shafts/caissons/bored piles

c)

Lateral piling

d)

Concrete fill piling

44.

Long pillars that extend downwards into the ground to keep the building above them stable.

(a)  

45.

Deep foundation solution used to support structures with large axial and lateral loads by excavating cylindrical shafts into the ground and filling them with concrete.

a)

Pile foundation

b)

Drilled Shafts/caissons/bored piles

c)

Lateral piling

d)

Concrete fill piling

46.

Transfers the building's weight to the soil or rock, ensuring stability and preventing structural failure.

a)

foundation

b)

load-bearing walls

c)

beams and columns

d)

floors and roofs

e)

bracing systems

47.

Supporting the vertical loads (building's weight, including floors, roofs, and other additional loads); they support part of the structural framework of the building

a)

foundation

b)

load-bearing walls

c)

beams and columns

d)

floors and roofs

e)

bracing systems

48.

These enhance a building's stability against forces like wind and earthquakes. Also reduce the risk of deformation or collapse of the structure during extreme events.

a)

building envelope/skin

b)

staircases and elevators

c)

beams and columns

d)

floors and roofs

e)

bracing systems

49.


It acts as a protective barrier, shielding the interior from the weather and regulating the temperature.

a)

building envelope/skin

b)

staircases and elevators

c)

beams and columns

d)

floors and roofs

e)

bracing systems

50.

These are vertical circulation solutions to allow people to access different levels, and enable efficient transportation of goods.

a)

building envelope/skin

b)

staircases and elevators

c)

beams and columns

d)

floors and roofs

e)

bracing systems

51.

The horizontal members, transfer loads from floors or roofs to columns; they support the load by resisting being bent under the load's pressure.

a)

beams

b)

beam reinforcement

c)

stirrups

d)

beam reactions

52.

It resists tension forces, increase the compression capacity, enhance ductility and reduce long-term deflections in the concrete, prevent cracking of concrete due to shear stresses, shrinkage and temperature stresses.

a)

beams

b)

beam reinforcement

c)

stirrups

d)

beam reactions

53.

These hold the primary reinforcement bars.

a)

beams

b)

beam reinforcement

c)

stirrups

d)

beam reactions

54.

This beam support type only has vertical reaction, and allows horizontal movement and rotation

a)

roller

b)

pinned

c)

fixed

55.

This beam support type has vertical and horizontal reaction, and allows rotation

a)

roller

b)

pinned

c)

fixed

56.

This beam support type has vertical, horizontal, and moment reaction

a)

roller

b)

pinned

c)

fixed

57.

Steel reinforcement is equal to concrete strength

a)

balance

b)

under reinforcement

c)

over reinforcement

d)

no reinforcement

58.

Steel reinforcement is less than concrete strength.

a)

balance

b)

under reinforcement

c)

over reinforcement

d)

no reinforcement

59.

Steel reinforcement is greater than concrete strength.

a)

balance

b)

under reinforcement

c)

over reinforcement

d)

no reinforcement

60.

A bracing system where diagonal supports at right angles

a)

Knee Bracing

b)

Chevron Bracing

c)

X-Bracing

d)

Portal Bracing

61.

A bracing system where V-shaped supports for lateral stability.

a)

Knee Bracing

b)

Chevron Bracing

c)

X-Bracing

d)

Portal Bracing

62.

A bracing system where cross-shaped supports for rigidity.

a)

Knee Bracing

b)

Chevron Bracing

c)

X-Bracing

d)

Portal Bracing

63.

A bracing system of vertical and horizontal frame reinforcement.

a)

Knee Bracing

b)

Chevron Bracing

c)

X-Bracing

d)

Portal Bracing

64.

A bracing system where upside-down v-shaped supports for strength.

a)

Knee Bracing

b)

Inverted V-Bracing

c)

Eccentric Bracing

d)

Rigid Frame Bracing

65.

A bracing system of off-centre diagonal reinforcements.

a)

Knee Bracing

b)

Inverted V-Bracing

c)

Eccentric Bracing

d)

Rigid Frame Bracing

66.

A bracing system of stiff, interconnected structural members.

a)

Knee Bracing

b)

Inverted V-Bracing

c)

Eccentric Bracing

d)

Rigid Frame Bracing

67.

The minimum tread depth according to RA 9514

a)

100 mm

b)

180 mm

c)

280 mm

d)

300 mm

68.

The maximum riser according to RA 9514

a)

100 mm

b)

180 mm

c)

280 mm

d)

300 mm

69.

The minimum riser according to RA 9514

a)

100 mm

b)

180 mm

c)

280 mm

d)

300 mm

70.

The maximum riser according to PD 1096

a)

200 mm

b)

250 mm

c)

280 mm

d)

300 mm

71.

The minimum tread according to PD 1096

a)

200 mm

b)

250 mm

c)

280 mm

d)

300 mm