AS Reviewer 1 Flashcards

1
Q

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

A

Resultant

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2
Q

A thick column subject to failure by crushing.

A

Short Column

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3
Q

Types of column.

A

Short, Long, Intermediate

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4
Q

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

A

10 mm diameter

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5
Q

Combination of concrete and steel wherein the steel reinforcement provides the tensile strength
lacking in concrete.

A

Reinforced Concrete

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6
Q

3-D structural system without bearing walls, composed of self-contained unit with or without the or floor bracing systems.

A

Space Frame

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7
Q

Lateral displacement of one level relative to the level above or below.

A

Storey Drift

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8
Q

It is a part of any wall entirely above the roof line.

A

Parapet Wall

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9
Q

It is a member with a ratio of height to least lateral dimension of 3 or greater used primarily to support axial compression load.

A

Column

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10
Q

Intensity of F/A.

A

Stress

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11
Q

Minimum diameter bend for 32 diameter bar.

A

8db

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12
Q

Types of columns in concrete.

A

Tied, composite, and spiral

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13
Q

Loads that are applied slowly to a structure.

A

Static loads

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14
Q

Minimum cantilever slab thickness.

A

L/10

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15
Q

Minimum one-way slab thickness both end continuous.

A

L/28

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16
Q

Minimum one-way slab thickness one end continuous.

A

L/24

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17
Q

Spacing of shear reinforcement placed perpendicular to axis on non-prestressed member

A

d/2

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18
Q

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

A

L/360

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19
Q

Allowable deflection for any structural member loaded with live load and dead load.

A

L/240

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20
Q

Open building is a structure having all walls at least.

A

80%

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21
Q

Low rise building is an enclosed or partially enclosed with mean roof height less than or equal to.

A

18m

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22
Q

Maximum bundle of bars.

A

4pcs

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23
Q

Also called as working stress design.

24
Q

Horizontal or nearly horizontal systems acting to transmit lateral forces to the vertical resisting element.

25
Minimum number of longitudinal bars for circular columns.
6pcs
26
Epoxy coated reinforced steel bars.
ASTM A 775 M
27
Fabricated deformed steel bars
ASTM A 184
28
NSCP, conduit and pipe embedded in concrete shall not displace more than __ of the area of the cross-section.
4%
29
This is the enclosed by a continuous foundation wall or piers provide space under a first floor for the integration of and access to mechanical, electrical, and plumbing.
Crawl Space
30
The stress wherein the deformation increases without any increase in the load.
Creep
31
It is formed, sawed, or tooled in a concrete structure to create a weakened plane to regulate the location of cracking.
Contraction Joint
32
Concrete mixture of 1:2:4.
Class A
33
Gravity load definition, vertical load due to permanent weight.
Dead Load
34
A storey whose strength is less than 80% of the strength of the upper storey.
Weak Storey
35
Maximum spacing of rebars for walls and slab; 3x the wall or slab thickness.
450mm
36
Basic wind speed NSCP 2015; Zone III Mindanao NSCP 2001.
125kph
37
Are the effect on the structure due to E.Q. motion acting in direction other than // to the direction of resistance under consideration.
Orthogonal Effect
38
The plot on proposed condominium is classified as terrain with buildings 6 M and more in height covering 20% of the area extending 1.5 kilometers from the plot – exposure NSCP 1992 wind press design factor.
Exposure B
39
Used to support lower layer of mesh or rebar.
Steel Bolster
40
Connecting two footing by a tie beam.
Strap Footing
41
To prevent the column main bars from buckling outward, spilling the concrete and causing early collapse.
Ties
42
Is a component including its attachments having fundamental period less than or equal to 0.06 sec.
Rigid Component
43
Is a length of embedded reinforcement, including prestressing strand, required to develop the design strength of reinforcement at a critical section.
Development Length
44
Is a length of embedded reinforcement provided beyond a critical section.
Embedment Length
45
Is a portion of structure common to intersecting members.
Joint
46
An instrument used to measure acceleration in the vertical and two orthogonal horizontal directions.
Accelerometer
47
Is a number (written as a Roman numeral) describing the severity of an earthquake in terms of its effect on the earth’s surface and on humans and their structures.
Intensity
48
Is the purpose for which a buiding or other structures or part threrof is used or intended to be used.
Occupancy
49
Is a deposit of earth material placed by artificial means.
Fill
50
Mean roof height less than equal to 18m and mean roof height does not exceed least horizontal dimension.
Low-Rise Building
51
Is the equivalent static pressure to be used in determination of wind loads for building.
Design Pressure
52
Are buildings, towers, and other vertical structure that are intended to remain operational in the event of extreme environmental loading from wind or earthquake.
Essential Facilities
53
Is a horizontal truss system that serves the same function as a diaphragm.
Horizontal Bracing System
54
Is a frame in which members and joints are capable of resisting forces primarily by flexure.
Moment-Resisting Frame
55
Is a method of prestressing in which prestressing reinforcement is tensioned after concrete has hardened.
Post-Tensioning
56
Unit weight of soil.
15 kN/m3