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TOS 3RD EXAM REVIEW

Total questions: 38

Worksheet time: 24mins

Name
Class
Date
1.

Formulate policies, plans, standards and guidelines on building design, construction, use, occupancy and maintenance, in accordance with this Code.

a)

PD 1096

b)

NSPC

c)

PEC

d)

RA 1378

2.

RA 6541

a)

PD 1096

b)

NSPC

c)

PEC

d)

RA 1378

3.

A comprehensive set of regulations governing the design, construction, and maintenance of structures in the Philippines.

a)

PD 1096

b)

NSPC

c)

PEC

d)

RA 1378

4.

An Act To Regulate the Trade Of Master Plumber, or the "Plumbing Law"

a)

PD 1096

b)

NSPC

c)

PEC

d)

RA 1378

5.

THE FIRE CODE OF THE PHILIPPINES

a)

RA 1378

b)

RA 9514

c)

PD 957

d)

BP 220

6.

THE SUBDIVISION AND CONDOMINIUM BUYER'S PROTECTIVE DECREE

a)

RA 1378

b)

RA 9514

c)

PD 957

d)

BP 220

7.

REVISED RULES AND STANDARDS FOR ECONOMIC AND SOCIALIZED HOUSING PROJECTS

a)

RA 1378

b)

RA 9514

c)

PD 957

d)

BP 220

8.

A force that a building or structure needs to be able to resist. It causes stresses and deformations to a structure.

(a)  

9.

Structural loads of a constant magnitude over time. They include the self-weight of structural members, as well as fixtures that are permanently attached to the structure.

a)

dead load

b)

live load

c)

undead load

d)

unalive load

10.

Refers to the transient or moving loads that structures experience due to human occupancy, furniture, vehicles, and other temporary factors.

a)

dead load

b)

live load

c)

undead load

d)

unalive load

11.

A term used to describe structural framing that is proportioned to have strength and stiffness as required for gravity loads, but is not considered as part of the lateral-force-resisting system.

(a)  

12.

A fundamental force in construction, it determines the stability and safety of structures by holding them in place and exerting forces on them over time.

(a)  

13.

The average gravitational pull of the Earth

a)

9.8 m/s2

b)

8.87 m/s2

c)

10.44 m/s2

d)

11.2 m/s2

14.

A specifically designed structure as part of a building that resists against lateral loads such as wind or seismic.

(a)  

15.

A structural system designed to resist wind and earthquake forces. Members in a braced frame are not allowed to sway laterally.

a)

Braced frame

b)

Moment frame

c)

Shear wall

d)

Gravity framing

16.

A structural system designed to resist storey drift.

a)

Braced frame

b)

Moment frame

c)

Shear wall

d)

Gravity framing

17.

A frame in which members and joints resist lateral forces by flexure as well as along the axis of the members.

a)

Braced frame

b)

Moment frame

c)

Shear wall

d)

Gravity framing

18.

Load-bearing systems in which the beams have the ability to perform the shear zone of the beam-column joints to a limited amount of non-linear deformation under earthquake effects.

a)

Intermediate moment frames (IMF)

b)

Ordinary moment frames (OMF)

c)

Special moment frames (SMF)

19.

This load-bearing system prefers steel (2% carbon).

a)

Intermediate moment frames (IMF)

b)

Ordinary moment frames (OMF)

c)

Special moment frames (SMF)

20.

This load-bearing system is used in wind regions, where a stiff, non-yielding frame is desired (less wind or seismic load).

a)

Intermediate moment frames (IMF)

b)

Ordinary moment frames (OMF)

c)

Special moment frames (SMF)

21.

This load-bearing system prefers cast iron (2.1% to 4% carbon).

a)

Intermediate moment frames (IMF)

b)

Ordinary moment frames (OMF)

c)

Special moment frames (SMF)

22.

This load-bearing system is typically used in seismic regions where more ductility is needed.

a)

Intermediate moment frames (IMF)

b)

Ordinary moment frames (OMF)

c)

Special moment frames (SMF)

23.

This load-bearing system prefers wrought iron (< 2% carbon).

a)

Intermediate moment frames (IMF)

b)

Ordinary moment frames (OMF)

c)

Special moment frames (SMF)

24.

Steel carbon content

a)

2%

b)

2.1% to 4%

c)

< 2%

d)

no carbon

25.

Cast Iron carbon content

a)

2%

b)

2.1% to 4%

c)

< 2%

d)

no carbon

26.

Wrought iron carbon content

a)

2%

b)

2.1% to 4%

c)

< 2%

d)

no carbon

27.

Force majeure, “greater force”, or an act of God

(a)  

28.

Exerts lateral forces on the building's exterior walls, which can induce structural stress and movement. It depends on factors such as building's height and shape.

a)

wind loads

b)

earthquake loads

c)

tsunami loads

d)

load combination

29.

Seismic damage in structures is caused either by lack of sufficient strength or lack of inelastic
deformability.

a)

wind loads

b)

earthquake loads

c)

tsunami loads

d)

load combination

30.

The phenomenon in which vortices are continuously released downstream, with each vortex having opposite rotation from the previous one (depending on the size and shape of the body).

(a)  

31.

Most damage is caused by flooding, wave impacts, strong currents, erosion, and debris. The flow of water around/through the buildings that obstruct/resist the high-velocity water flow.

a)

wind loads

b)

earthquake loads

c)

tsunami loads

d)

load combination

32.

If these are not considered during the design process, the structure may not be able to withstand the real loads (may fail, collapse, or be damaged).

a)

wind loads

b)

earthquake loads

c)

tsunami loads

d)

load combinations

33.

The push or pull on an object with mass causes it to change its velocity. It is capable of changing a body's state of rest or motion, and has a magnitude and direction.

(a)  

34.

A force per unit length or force per unit area depicted with a series of force vectors joined together at the top; force spread out over a length, area, or volume.

(a)  

35.

A part of a building or structure that provides the necessary stiffness and strength in order to resist the internal forces and guide them safely to the ground.

a)

structural support

b)

architectural support

c)

plumbing support

d)

electrical support

36.

A process in which an actual structure and the loads acting on it are replaced by simpler models for the purpose of analysis.

a)

structural idealization

b)

mechanical formation

c)

structural analysis

d)

architectural conceptualization

37.

A graphical illustration used to visualize the applied forces, moments, and resulting reactions on a free body in a given condition.

(a)  

38.

Conditions for equilibrium require that the sum of all external forces acting on the body is zero (first condition of equilibrium), and the sum of all external torques from external forces is zero (second condition of equilibrium).

a)

True

b)

False