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MPC-REVIEWER > REVIEWEROR > Flashcards

REVIEWEROR Flashcards

1
Q

It identifies any
design, construction, or
environmental limitations at a
potential construction site.
It involves a comprehensive
examination of the site’s
topography, soil type, vegetation,
climate, existing structures and
utilities, and surrounding land
use

A

SITE SURVEY

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2
Q

is a vital procedure in
construction to identify the
properties and characteristics of
the soil on the construction site.
This gives important insights to
the soil composition, strength,
and stability, which is necessary
in order to make informed
decisions during the construction
process.

A

SOIL TESTING

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3
Q

the process of calculating and
determining the effects of loads
and internal forces on a structure,
building or object

A

STRUCTURAL COMPUTATION

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4
Q

are the
initial project plans of a
construction, development, or
tenant improvement project that
are produced to convey
concepts, design ideas, and
establish an understanding
among professionals, clients, and
project stakeholders

A

PRELIMINARY DRAWINGS

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5
Q

They are a comprehensive set of
documents that provide detailed,
graphical representations of a
building’s or structure’s
components. The primary
purpose of working drawings is to
illustrate how a structure should
be built, providing a clear and
concise guide for construction
teams

A

WORKING DRAWINGS

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6
Q

Changes
can occur for various reasons in
construction projects, the most
common being changes in
specifications, design, or
execution itself

A

CHECKING AND REVISIONS

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7
Q

It is the portion of the
structural element that
transmits the load of the
building to the underlying
soil of rock.

A

FOUNDATION

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8
Q

Types of foundation?

A

SHALLLOW FOUNDATION
DEEP FOUNDATION

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9
Q

What are the footings use in SHALLOW FOUNDATION?

A

ISOLATED FOOTING
COMBINED FOOTING
STRIP FOOTING
RAFT FOOTING
STRAP FOOTING

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10
Q

What are the footings use in DEEP FOUNDATION?

A

PILE FOUNDATION
DRILLED SHAFT FOUNDATION
CAISSONS FOUNDATION

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11
Q

It is the portion of the
structural element that
transmits the load of the
building to the underlying
soil of rock

A

FOUNDATION

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12
Q

reinforced concrete foundations are the portions of the foundations of a structure which directly transmits the column load to the underlying soil or rock.

A

FOOTING

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13
Q

Is a plan view drawing in section showing the location and size of footings piers, columns, foundation walls, and supporting beams.

A

FOUNDATION PLAN

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14
Q

commonly used for shallow foundations in order to carry and spread concentrated loads, caused for example by columns or pillars.

A

ISOLATED FOOTING

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15
Q

a type of foundation that supports two or more columns or walls by distributing the load to a wider area of soil.

A

COMBINED FOOTING

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16
Q

Also known as ‘wall footing’ is used to distribute the weight of a load-bearing wall over a floor area and can be made of plain or reinforced concrete.

A

STRIPPED FOOTING

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17
Q

a type of shallow foundation used in construction to distribute the load of a building or structure over a large area of soil.

A

RAFT / MAT FOOTING

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18
Q

Is a type of deep foundation used when the bearing capacity of soil is low, in under water construction, load of structure is high, location where shallow foundation is not possible, etc.

A

PILE FOUNDATION

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19
Q

It is also called as pier foundation is a watertight retaining structure used as a bridge pier, in the construction of a concrete dam, or for the repair of the ships.

A

CAISSON FOUNDATION

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20
Q

Vertical structural members that transmit loads of a building through compression.

A

COLUMNS

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21
Q

What are the types of COLUMNS?

A

1.RECTANGULAR COLUMN
2.CIRCULAR COLUMN
3.AXIALLY LOADED COLUMN
4.REINFORCED CONCRETE COLUMN

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22
Q

Is a type of shallow foundation that carries the loads of a structural and non-structural wall and directly transmit it to the underlying soil.

A

WALL FOOTING

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23
Q

Refers to a floor that has been formed using concrete (and generally steel reinforcement) and may form part of the structure of a building.

A

FLOOR SLAB

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24
Q

Can be used to support the foundation and prevent it from collapsing when there are lateral loads, such as wind or earthquake forces acting on the building structure.

A

FOOTING TIE BEAM

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25
Q

Are constant structural loads that remain consistent over time.

EX: self-weight of structural components like walls, ceilings, floors, beams, columns and roofs.

A

DEAD LOADS

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26
Q

Are temporary or movable loads acting on a structure.

A

LIVE LOADS

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27
Q

The weight of items placed within a building.

A

FURNITURE AND EQUIPMENT STORAGE LOADS

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28
Q

The load imposed by people.

A

OCCUPANCY LOADS

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29
Q

Sudden forces due to dynamic actions such as moving vehicles or machinery.

A

IMPACT LOADS

30
Q

loads caused by wind, waves, current, and other external forces.

A

ENVIRONMENTAL LOADS

31
Q

What are the environmental loads?

A

RAIN LOADS
WIND LOADS
SNOW LOADS

32
Q

If the concrete failed to support its load which principle of concrete mixing does it failed to achieve?

A

STRENGTH

33
Q

The lowest part structure that touch the ground is?

A

FOOTING

34
Q

this block is intended for walls partitions, fence, and dividers that carries its weight which thickness rage to 7-10 cm

A

NON-BEARING BLOCKS

35
Q

shorter member in roof framing between hip rafter and top plate at 90 degrees to the wall plate.

A

HIP JACK

36
Q

this refers to horizontal foundation that provide safe and efficient load path effectively distributed weight to the foundation building is what we called?

A

BEAM

37
Q

What is the minimum size of beam in foundation?

A

200x350 MM
8”x14”

38
Q

supported on all four edges with an aspect ratio of longer to shorter theoretical span less than ≤2.00 is considered to be?

A

TWO-WAY SLAB

39
Q

this kind of truss contains diagonal and vertical member

A

DOUBLE HOWE TRUSS

40
Q

is recommended member inside reinforcement bars for 2 storey residential hang

A

7-16 MM REBARS

41
Q

is a Type of shallow foundation which the building load could bear the weight

A

RAFT FOOTING

42
Q

Typical stairs details the measurement of steps is.

A

0.30 M

43
Q

It is used for bonding materials in installing masonry blocks and other plastering works.

A

MORTAR

44
Q

this is the interval dimension for vertical rebars involved.

A

0.80 M
800MM

45
Q

pile footing is used to support and strengthen the foundation of the structure, this type of foundation categorized as

A

DEEP FOUNDATION

46
Q

refers to the foundation that support individual

A

ISOLATED FOOTING

47
Q

TRUE OR FALSE

STEEL ROD with ridge used reinforced concrete is called truss

A

FALSE- C PURLINS

48
Q

TRUE OR FALSE

CHANNEL HOLLOW BLOCKS is popularly known as CHB

A

FALSE- CONCRETE HOLLOW BLOCKS

49
Q

It is the vertical structural member that transmit the load of the building to the soil.

A

COLUMN

50
Q

Determine the slab the L/B ratio must be equal to or greater than

A

TWO-WAY SLAB

51
Q

the ratio of longer span panel(L) to shorter span panel(B) is equal to or greater than 2

A

ONE-WAY SLAB

52
Q

A slab that bears the load in one direction mainly.

A

ONE-WAY SLAB

53
Q

A slab supported on all four edges with an aspect ratio of longer to shorter theoretical span less than ≤2.00.

A

TWO-WAY SLAB

54
Q

Is a triangulated system of straight interconnected structural elements. It is commonly used since they can easily support ceiling, floors and internal loads like services and suspended ceilings

A

TRUSS

55
Q

is a scaled layout or diagram of a proposed roof development that includes all of the material placement, wire routing, drainage, ventilation, slopes and other details as well as the dimensions of the entire structure.

A

ROOF FRAMING PLAN

56
Q

Is a horizontal member of the roof frame. The point at which all the rafters are attached to.

A

RIDGE BOARD

57
Q

Sits below the rafters. supported by lally columns

A

RIDGE BEAM

58
Q

Extend from the ridge beam down to the top plate of a wall. Transfers the roof load in the process.

A

RAFTERS

59
Q

What are the 2 types of roof framing?

A

RAFTER TYPE
TRUSS TYPE

60
Q

Runs from the roof ridge to the top of the front or rear wall plate and extend beyond The wall to provide an overhang or eaves or soffit.

A

COMMON RAFTER

61
Q

A rafter connecting the end of a ridge to a valley.

A

CRIPPLE JACK RAFTERS

62
Q

A rafter that runs diagonally between the roof ridge and the top of the wall plate, forming a hipped roof.

A

HIP RAFTER

63
Q

A rafter extending at right Angles from the top of the wall plate and up to about into an existing hip rafter

A

HIP JACK RAFTER

64
Q

placed diagonally from the plate or girts at the intersection of gable extension with the main roof.

A

VALLEY RAFTERS

65
Q

It is the board placed on the ridge of the roof onto which the upper ends of others rafters are fastened.

A

RIDGE BOARD

66
Q

It is the continuous timber beam on top of the walls that support the roof structure by carrying the vertical forces from the rafters to the wall studs.

A

TOP PLATE

67
Q

Give at least 5 Types of roofs

A

GABLE ROOF
HIP ROOF
DUTCH ROOF
MANSARD ROOF
GAMBREL ROOF
FLAT ROOF
BUTTERFLY ROOF
SALTBOX ROOF
DORMER ROOF

68
Q

CONVERT: 25 inches to MM

A

635 MM

69
Q

CONVERT: 852 MM to INCHES

A

34 INCHES

70
Q

CONVERT: 595 M to MM

A

595000 MM

MPC-REVIEWER (4 decks)

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