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Structural

Total questions: 20

Worksheet time: 10mins

Name
Class
Date
1.

It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)

a)

Bearing Wall System

b)

Non-Bearing Wall System

c)

Loaded Wall System

d)

Uniform Wall System

2.

Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)

a)

Rigid Component

b)

Flexible Component

c)

Control Component

d)

Lunged Component

3.

Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)

a)

Rigid Component

b)

Flexible Component

c)

Control Component

d)

Lunged Component

4.

Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)

a)

150mm

b)

175mm

c)

200mm

d)

300mm

5.

The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)

a)

5 db

b)

6 db

c)

8 db

d)

10 db

6.

The minimum bend diameter for 28mm Ø through 36mm Ø bars (NSCP 407.30)

a)

5 db

b)

6 db

c)

8 db

d)

10 db

7.

The minimum clear spacing between parallel bars in a layer must be db but not less than? (NSCP 407.7.3)

a)

13mm

b)

25mm

c)

50mm

d)

20mm

8.

Development length (Ld) for deformed bars in tension shall be less than: (NSCP 412.3.1)

a)

200mm

b)

250mm

c)

300mm

d)

350mm

9.

Such piles into firm ground may be considered fixed and laterally supported at _____M below the ground surface. (NSCP 306.20)

a)

1.00m

b)

1.50m

c)

2.00m

d)

1.60m

10.

Such piles into soft ground may be considered fixed and laterally supported at _____M below the ground surface. (NSCP 306.20)

a)

2.00m

b)

2.80m

c)

3.00m

d)

4.50m

11.

In walls and slabs other than concrete joist construction, primary flexural reinforcement shall not be spaced farther apart than 3 times wall or slab thickness nor farther than? (NSCP 407.7.5)

a)

300mm

b)

400mm

c)

450mm

d)

800mm

12.

The minimum clear concrete covering for cast in place slab:  (NSCP 407.8.1)

a)

10mm

b)

20mm

c)

25mm

d)

50mm

13.

The lowest division of a building or other construction, partly or wholly below the 

surface of the ground, designed to support and anchor the superstructure 

and transmit its load directly to the earth.

a)

Foundation

b)

Substructure

c)

Superstructure

d)

Footing

14.

A thick, slablike footing or reinforced concrete supporting a number 

of columns or an entire building. 

a)

Footing

b)

Combined Footing

c)

Mat Footing

d)

Shear Wall

15.

The gradual reduction in the volume of a soil mass resulting from the

 application of a sustained load and an increase in compressive stress. 

a)

Compacting

b)

Consolidation

c)

Compression

d)

Pounding

16.

Curing temperature for concrete.

a)

100 C

b)

37 C

c)

22.8 C

d)

31.4 C

17.

Minimum effective depth of pile cap?

a)

100mm

b)

200mm

c)

300mm

d)

500mm

18.

Induce cracking at preselected location.

a)

Yield Joint

b)

Expansion Joint

c)

Control Joint

d)

Isolation Joint

19.

A joint between 2 parts of a building or structure permitting thermal or 

moisture expansion to occur without damage to either part.

a)

Yield Joint

b)

Expansion Joint

c)

Control Joint

d)

Isolation Joint

20.

Allow movement between slab and fixed parts of the building 

such as columns, walls, and machinery bases.

a)

Yield Joint

b)

Expansion Joint

c)

Control Joint

d)

Isolation Joint