Identification (RC Technology)

33問 • 1年前

Mat

通報

問題一覧

A mixture of water, cement, sand gravel, or other aggregates.

CONCRETE

The nominal maximum sizes of coarse aggregate should be greater than

1/5

Dimension between sides of forms ___ the depth of slabs

1/3

The minimum clear spacing between individual reinforcing bars.

3/4

The shortest length in meters of a commercial available rebar

6 M

Aggregates that passes through a no. 4 sieve

FINE AGGREGATES

7. The nominal diameter of #8 rebar in mm

25 MM

8. It is the 28th day compressive strength of concrete

Fc’

9. The maximum number or rebar in a bundled bar

10. The longest length in meters of a commercially available rebar

11. The load factor for a dead load as per NSCP 2001

1.4 DL (2010 – 1.2)

12. The load factor for a live load as per NSCP 2001

1.7 LL (2010 – 1.6)

13. The load factor for a wind load as per NSCP 2001

1.7 WL (2010 – 0.8)

14. A composite member consisting of concrete and reinforcing bars.

REINFORCED CONCRETE

15. The strength reduction factor for flexure is

0.9

16. The nominal diameter of #3 rebar in mm

17. It is the yield strength of steel rebar

18. The maximum usable strain for concrete is

0.003

19. Aggregates that are retained through a No.4 Sieve

COARSE AGGREGATES

20. It is an empirical test that measures the workability of fresh concrete

WORKABILITY

21. It is the process in which the concrete is protected from loss of moisture and kept within a reasonable temperature range

CURING

22. The code limits the tensile steel percentage to ensure what kind of failure?

DUCTILE

23. Compute for the modulus of Elasticity in MPa of concrete with fc’ = 21 MPa

4700 sqrt of fc’ = 21538

24. Over-reinforced design of concrete will experience what kind of failure?

BRITTLE

25. What is the standard weight in kilograms of one bag Portland cement?

26. The value of b, if the fc prime is less than 30 MPa?

0.85

27. The maximum reinforcement ratio provided by the code is taken

75%

28. The minimum reinforcement ratio provided by the code is taken

1.4

29. A type of beam with fixed support and a roller support at the other end

PROPPED BEAM

30. A type of admixture that reduces the inter-particle forces that exist between cement grains in the fresh paste; thereby increasing the paste fluidity

PLASTICIZER

31. Which of the following is not a property of hardened hydraulic cement concrete

WORKABILITY

32. These are referred to as permanent loads or unmovable loads in structures

DEAD LOAD

33. As per NSCP 2001, what is the uniform liveload for residential occupancy in kpa

2-1.9

BU2 Quiz 100

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BU2 Quiz 100

30問 • 1年前

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RA 9266/Code of Ethics

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RA 9266/Code of Ethics

TOA Topics

TOA Topics

SPP and Regular Design Services

Mat · 26問 · 1年前

SPP and Regular Design Services

26問 • 1年前

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Mechanics of Rigid Bodies

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Mechanics of Rigid Bodies

20問 • 1年前

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Strength of Materials | 2 Prob set on Mechanic of Deformable Bodies

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Strength of Materials | 2 Prob set on Mechanic of Deformable Bodies

Theory of Structure

Theory of Structure

Construction Materials and Method

Mat · 30問 · 1年前

Construction Materials and Method

RC Design

RC Design

Steel Design

Steel Design

Timber Design

Timber Design

REINFORCED CONCRETE DESIGN CODES & SPECIFICATIONS

Mat · 50問 · 1年前

REINFORCED CONCRETE DESIGN CODES & SPECIFICATIONS

CORREL HOA JUNE 20, 2018

Mat · 78問 · 1年前

CORREL HOA JUNE 20, 2018

78問 • 1年前

Mat

CORREL TOA JUNE 20, 2018

Mat · 38問 · 1年前

CORREL TOA JUNE 20, 2018

38問 • 1年前

Mat

CORREL HOA MARCH 20, 2018

Mat · 88問 · 1年前

CORREL HOA MARCH 20, 2018

88問 • 1年前

Mat

CORREL TOA MARCH 20, 2018

Mat · 46問 · 1年前

CORREL TOA MARCH 20, 2018

CORREL PLANNING 2018

CORREL PLANNING 2018

HOA 1

HOA 1

HOA 2

HOA 2

HOA 3

HOA 3

HOA 4

HOA 4

CORREL ARCHI DESIGN 2018

Mat · 74問 · 1年前

CORREL ARCHI DESIGN 2018

74問 • 1年前

Mat

CORREL BTECH AND MATERIALS

Mat · 73問 · 1年前

CORREL BTECH AND MATERIALS

CORREL BU 2018

CORREL BU 2018

問題一覧

A mixture of water, cement, sand gravel, or other aggregates.

CONCRETE

The nominal maximum sizes of coarse aggregate should be greater than

1/5

Dimension between sides of forms ___ the depth of slabs

1/3

The minimum clear spacing between individual reinforcing bars.

3/4

The shortest length in meters of a commercial available rebar

6 M

Aggregates that passes through a no. 4 sieve

FINE AGGREGATES

7. The nominal diameter of #8 rebar in mm

25 MM

8. It is the 28th day compressive strength of concrete

Fc’

9. The maximum number or rebar in a bundled bar

10. The longest length in meters of a commercially available rebar

11. The load factor for a dead load as per NSCP 2001

1.4 DL (2010 – 1.2)

12. The load factor for a live load as per NSCP 2001

1.7 LL (2010 – 1.6)

13. The load factor for a wind load as per NSCP 2001

1.7 WL (2010 – 0.8)

14. A composite member consisting of concrete and reinforcing bars.

REINFORCED CONCRETE

15. The strength reduction factor for flexure is

0.9

16. The nominal diameter of #3 rebar in mm

17. It is the yield strength of steel rebar

18. The maximum usable strain for concrete is

0.003

19. Aggregates that are retained through a No.4 Sieve

COARSE AGGREGATES

20. It is an empirical test that measures the workability of fresh concrete

WORKABILITY

21. It is the process in which the concrete is protected from loss of moisture and kept within a reasonable temperature range

CURING

22. The code limits the tensile steel percentage to ensure what kind of failure?

DUCTILE

23. Compute for the modulus of Elasticity in MPa of concrete with fc’ = 21 MPa

4700 sqrt of fc’ = 21538

24. Over-reinforced design of concrete will experience what kind of failure?

BRITTLE

25. What is the standard weight in kilograms of one bag Portland cement?

26. The value of b, if the fc prime is less than 30 MPa?

0.85

27. The maximum reinforcement ratio provided by the code is taken

75%

28. The minimum reinforcement ratio provided by the code is taken

1.4

29. A type of beam with fixed support and a roller support at the other end

PROPPED BEAM

30. A type of admixture that reduces the inter-particle forces that exist between cement grains in the fresh paste; thereby increasing the paste fluidity

PLASTICIZER

31. Which of the following is not a property of hardened hydraulic cement concrete

WORKABILITY

32. These are referred to as permanent loads or unmovable loads in structures

DEAD LOAD

33. As per NSCP 2001, what is the uniform liveload for residential occupancy in kpa

2-1.9