ARCC ES (Diagnostic Test)

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60 Terms

1
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It represents a quantity of matter in an object and is expressed in kilograms

mass

2
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The study of forces and their effects on bodies that are at rest or in motion

Mechanics

3
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Refers to the size or amount of the force in acceptable units

Magnitude

4
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It is a quantity that has magnitude only

Scalar

5
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Is any quantity that has magnitude, direction, and sense

Vector

6
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If the system of forces is in equilibrium, the resultant of the force system is equal to

Zero

7
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It is the ratio of Total Deformation over Original length

Strain

8
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Formula for stress

S = P/A

9
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Formula for calculating footing area

A = p/q

10
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How to calculate minimum h of Non-prestressed beam for both end continuous.

h = ℓ/21

11
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How to classify one-way slab

m = s/ℓ < 0.5

12
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How to classify two-way slab

m = s/ℓ ≥ 0.5

13
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Ratio of yield strength over allowable strength

Factor of Safety

14
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Is a single force which acting alone will produce the same effect as the force system

Resultant

15
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Combination of concrete and steel

Reinforced concrete

16
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What shall be the diameter of the tie bar for the longitudinal bar 32 diameter and smaller

10mm

17
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A thick column subject to failure by crushing

Short Column

18
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It is part of any wall entirely above the roof line

Parapet wall

19
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Formula for modulus of elasticity (E)

E = S/ε

20
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Wood treated with an approved preservatives under treating and quality control procedures

Treated wood

21
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Minimum diameter bend for 32mm diameter bar

8 db

22
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Concrete cover thickness for beam when not exposed to weather.

40mm

23
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Concrete cover thickness for Slab when not exposed to weather.

20mm

24
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Concrete cover thickness when exposed to earth.

75mm

25
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Round type of column

Spiral

26
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Loads that are applied slowly to structure

Static loads

27
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3-D structural system w/o bearing walls, composed of members interconnected so as to function as a complete self-contained unit w/ or w/o the aid of horizontal diaphragms or floor bracing systems

Space Frame

28
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Is a panel of laminated veneers conforming to Philippine National Standard (PNS196)

Plywood

29
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Is a unit of measurement for the volume of lumber

Board-foot

30
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Also called Working Stress Design

ASD

31
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Removal of side forms (at least)

2 days

32
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Concrete mixture of 1:2:4

Class A

33
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Basic wind speed Zone III Mindanao NSCP 2001

125kph

34
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Vertical load due to permanent weight

Dead

35
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To prevent column main bars from buckling outward

Ties

36
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Spacing maximum rebars for walls and slab 3x the wall or slab thickness

450mm

37
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A wall designed to resist lateral forces parallel to the plane of the wall

Shear Wall

38
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Types of columns

All of the above

39
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Minimum cantilever slab thickness

L/10

40
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In reading a beam stirrups for a 4.3m span. How many stirrups are needed to complete: 1-12mm.diameter 1@50mm; 12@100; rest@300mm to C.L. ?

31

41
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Maximum number of longitudinal bars to be Bundled

4pcs

42
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AISC, ASTM, ACI means

American Institute of Steel Construction, American Society for Testing and Materials, American Concrete Institute

43
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A concrete element cast elsewhere than its final position in the structure

Precast Concrete

44
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The engineer or architect who drew up and signed the plans and specifications for a building is liable for damages for how many years?

15yrs from completion

45
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Minimum number of required boreholes per structure (m2) 50 < A _< 500

2

46
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The stress wherein the deformation increases w/o any increase in the load

Creep

47
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Open building is a structure having all walls open at least.

80%

48
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Minimum number of bars for circular column

6

49
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NSCP, conduit and pipe embedded in concrete shall not displace more than how many % of the gross area of the cross-section.

4%

50
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Mean roof height less than or equal to 18 m.

Low Rise Building

51
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Type of footing that has a ratio of 1 column to 1 footing.

Isolated

52
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Which type of foundation that does not belong to the group

Pile

53
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How many bore holes that is required for soil testing for an area of less than or equal to 50 m^2

1

54
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Driven pile diameter not less than.

200 mm

55
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Cast in place board pile minimum f’c.

3000 psi

56
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Is the purpose for which a buiding or other structures or part thereof is used or intended to be used

Occupancy

57
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Is a portion of structure common to intersecting members

Joint

58
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Unit weight of concrete.

23.54 kN/m^3

59
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Allowable deflection for any structural member loaded with live load only.

L/360

60
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Driven pile diameter not less than.

200 mm