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Structural

Total questions: 48

Worksheet time: 30mins

Name
Class
Date
1.

planar structural element that carry vertical load including its own weight; typically used in building floors, roofs, and ceilings

a)

Slab

b)

Slab-on-grade or “SOG” (grade slab)

c)

One-way slab

d)

Two-way slab

e)

Cantilever slab

2.

slab directly cast on ground level

a)

Slab

b)

Slab-on-grade or “SOG” (grade slab)

c)

One-way slab

d)

Two-way slab

e)

Cantilever slab

3.

supported in two opposite edges, the load is carried along one direction

a)

Slab

b)

Slab-on-grade or “SOG” (grade slab)

c)

One-way slab

d)

Two-way slab

e)

Cantilever slab

4.

supported in all four edges, the load is carried in both directions.

a)

Slab

b)

Slab-on-grade or “SOG” (grade slab)

c)

One-way slab

d)

Two-way slab

e)

Cantilever slab

5.

supported only on one side.

a)

Slab

b)

Slab-on-grade or “SOG” (grade slab)

c)

One-way slab

d)

Two-way slab

e)

Cantilever slab

6.

longitudinal structural element oriented vertically that carries compressive loads

a)

Column

b)

Shear wall

c)

Beam

d)

Tie Beam

e)

Foundation

7.

wall-like structural element that resists lateral loads; they are like reinforced walls

a)

Column

b)

Shear wall

c)

Beam

d)

Tie Beam

e)

Foundation

8.

a structural element, typically horizontal, that carries load in the lateral direction; resists shear and bending action

a)

Column

b)

Shear wall

c)

Beam

d)

Tie Beam

e)

Foundation

9.

a beam that connects or “ties” two or more columns together, particularly where columns are slender to reduce their effective length and prevent buckling

a)

Column

b)

Shear wall

c)

Beam

d)

Tie Beam

e)

Foundation

10.

the part that transfers the load of the structure to the ground underneath; maybe classified into shallow and deep _________.

a)

Column

b)

Shear wall

c)

Beam

d)

Tie Beam

e)

Foundation

11.

The term (a)   is used to refer to

foundations but mostly to shallow types.

12.

foundation placed near the ground surface; used when the ground underneath can adequately carry the load of the structure

a)

Shallow Foundation

b)

Deep Foundation

13.

foundation that is used when the ground underneath is not strong enough to carry the weight of the building, and as such needs to reach deeper.

a)

Shallow Foundation

b)

Deep Foundation

14.

found in roof framings and typically runs from the ridge to the wall plate; usually lain in series along the length of the structure to support the roof

a)

Rafter

b)

Purlin

c)

Ridge

d)

Girt

15.

a beam on the roof structure that runs along the length of the structure supporting the loads from roof sheathing or roof deck

a)

Rafter

b)

Purlin

c)

Ridge

d)

Girt

16.

a member that runs longitudinally along the apex of the structure; supports one end of the rafters

a)

Rafter

b)

Purlin

c)

Ridge

d)

Girt

17.

   horizontal member that provide lateral support to the walls

a)

Rafter

b)

Purlin

c)

Ridge

d)

Girt

18.

Philippine National Standards (PNS) publications specifications for Portland cement

a)

PNS 07

b)

PNS 18

c)

PNS 49

d)

PNS 16

19.

Philippine National Standards (PNS) publications specifications for concrete aggregates.

a)

PNS 07

b)

PNS 18

c)

PNS 49

d)

PNS 16

20.

Philippine National Standards (PNS) publications specifications for concrete reinforcement.

a)

PNS 07

b)

PNS 18

c)

PNS 49

d)

PNS 16

21.

Philippine National Standards (PNS) publications specifications for concrete hollow blocks

a)

PNS 07

b)

PNS 18

c)

PNS 49

d)

PNS 16

22.

American Concrete Institute (ACI) publications

- Building Code Requirements for Structural Concrete

a)

ACI 318-08

b)

ACI 315

c)

ACI 301

d)

ACI 224

23.

American Concrete Institute (ACI) publications

- Details and Detailing of Concrete Reinforcements

a)

ACI 318-08

b)

ACI 315

c)

ACI 301

d)

ACI 224

24.

American Concrete Institute (ACI) publications

- Specifications for Structural Concrete for Buildings

a)

ACI 318-08

b)

ACI 315

c)

ACI 301

d)

ACI 224

25.

American Concrete Institute (ACI) publications

- Control of Cracking in Concrete Structures

a)

ACI 318-08

b)

ACI 315

c)

ACI 301

d)

ACI 224

26.

What is the manual of steel construction?

(a)  

27.

American Welding Society (AWS) publications - Steel

a)

D1.1 Structural Welding Code

b)

D1.3 Structural Welding Code

c)

D1.4 Structural Welding Code

28.

American Welding Society (AWS) publications - Sheet Steel

a)

D1.1 Structural Welding Code

b)

D1.3 Structural Welding Code

c)

D1.4 Structural Welding Code

29.

American Welding Society (AWS) publications - Reinforcing Steel

a)

D1.1 Structural Welding Code

b)

D1.3 Structural Welding Code

c)

D1.4 Structural Welding Code

30.

American Society on Testing Materials (ASTM) publications for Structural Joints

a)

ASTM 325

b)

ASTM 490

31.

American Society on Testing Materials (ASTM) publications for Structural Connections

a)

ASTM 325

b)

ASTM 490

32.

Specifications for the Design

of Cold-Formed

(a)  

33.

The International Code Council

(a)  

34.

Structural specifications typically indicated in construction plans include:

a)

-             The code to which the design conforms, with the issue date and version

explicitly noted

b)

-             Design loads

c)

-             Seismic design basis

d)

-             Strength and designations of materials to be used

e)

-             Strength of the underlying soil

35.

also called key plan, shows the general dimensions and

location of the structural member.

(a)  

36.

Typical notation for column:

(a)  

37.

Typical notation for wall footing:

(a)  

38.

Typical notation for footing

(a)  

39.

Typical notation for beam:

(a)  

40.

Typical notation for slab:

(a)  

41.

For vertically oriented elements, such as columns and walls, or for inclined ones like roof truss members, if vertical distances and heights are not shown in the structural drawings, we need to refer to the _________ _ _______ found in the Architectural Sheets

(a)  

42.

What does NGL stands for?

(a)  

43.

Most of the concrete structural members are rectangular in shape so the volume is easy to calculate.

a)

true

b)

false

44.

  When calculating the volume of slabs, measurements should be taken from the clear distance between grids or walls where the slab is attached.

a)

true

b)

false

45.

beam lengths are measured as the clear distance between the supports (e.g. columns or walls) the beam is attached to.

a)

true

b)

false

46.

    CONCRETE is estimated by calculating the volume of the structural elements.

a)

true

b)

false

47.

This method of estimation of steel reinforcement is fast, and typically used for quick estimation, but requires considerable experience to pull off a fairly accurate estimate

a)

Rule-of-thumb Estimation

b)

Reinforcement Length Estimation

48.

When estimating beam reinforcements, we look into the beam section / detail view to see the bar sizes, configurations such as hooks, and the clear cover. We then look into the elevation view to check the lengths, and the spacing of the stirrups

a)

Rule-of-thumb Estimation

b)

Reinforcement Length Estimation

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