STRUCTURAL REVIEWER 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
Are constant structural loads that remain consistent over time. EX: self-weight of structural components like walls, ceilings, floors, beams, columns and roofs.
DEAD LOADS
26
Are temporary or movable loads acting on a structure.
LIVE LOADS
27
The weight of items placed within a building.
FURNITURE AND EQUIPMENT STORAGE LOADS
28
The load imposed by people.
OCCUPANCY LOADS
29
Sudden forces due to dynamic actions such as moving vehicles or machinery.
IMPACT LOADS
30
loads caused by wind, waves, current, and other external forces.
ENVIRONMENTAL LOADS
31
What are the environmental loads?
RAIN LOADS WIND LOADS SNOW LOADS
32
If the concrete failed to support its load which principle of concrete mixing does it failed to achieve?
STRENGTH
33
The lowest part structure that touch the ground is?
FOOTING
34
this block is intended for walls partitions, fence, and dividers that carries its weight which thickness rage to 7-10 cm
NON-BEARING BLOCKS
35
shorter member in roof framing between hip rafter and top plate at 90 degrees to the wall plate.
HIP JACK
36
this refers to horizontal foundation that provide safe and efficient load path effectively distributed weight to the foundation building is what we called?
BEAM
37
What is the minimum size of beam in foundation?
200x350 MM 8"x14"
38
supported on all four edges with an aspect ratio of longer to shorter theoretical span less than ≤2.00 is considered to be?
TWO-WAY SLAB
39
this kind of truss contains diagonal and vertical member
DOUBLE HOWE TRUSS
40
is recommended member inside reinforcement bars for 2 storey residential hang
7-16 MM REBARS
41
is a Type of shallow foundation which the building load could bear the weight
RAFT FOOTING
42
Typical stairs details the measurement of steps is.
0.30 M
43
It is used for bonding materials in installing masonry blocks and other plastering works.
MORTAR
44
this is the interval dimension for vertical rebars involved.
0.80 M 800MM
45
pile footing is used to support and strengthen the foundation of the structure, this type of foundation categorized as
DEEP FOUNDATION
46
refers to the foundation that support individual
ISOLATED FOOTING
47
TRUE OR FALSE STEEL ROD with ridge used reinforced concrete is called truss
FALSE- C PURLINS
48
TRUE OR FALSE CHANNEL HOLLOW BLOCKS is popularly known as CHB
FALSE- CONCRETE HOLLOW BLOCKS
49
It is the vertical structural member that transmit the load of the building to the soil.
COLUMN
50
Determine the slab the L/B ratio must be equal to or greater than
TWO-WAY SLAB
51
the ratio of longer span panel(L) to shorter span panel(B) is equal to or greater than 2
ONE-WAY SLAB
52
A slab that bears the load in one direction mainly.
ONE-WAY SLAB
53
A slab supported on all four edges with an aspect ratio of longer to shorter theoretical span less than ≤2.00.
TWO-WAY SLAB
54
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
TRUSS
55
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.
ROOF FRAMING PLAN
56
Is a horizontal member of the roof frame. The point at which all the rafters are attached to.
RIDGE BOARD
57
Sits below the rafters. supported by lally columns
RIDGE BEAM
58
Extend from the ridge beam down to the top plate of a wall. Transfers the roof load in the process.
RAFTERS
59
What are the 2 types of roof framing?
RAFTER TYPE TRUSS TYPE
60
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.
COMMON RAFTER
61
A rafter connecting the end of a ridge to a valley.
CRIPPLE JACK RAFTERS
62
A rafter that runs diagonally between the roof ridge and the top of the wall plate, forming a hipped roof.
HIP RAFTER
63
A rafter extending at right Angles from the top of the wall plate and up to about into an existing hip rafter
HIP JACK RAFTER
64
placed diagonally from the plate or girts at the intersection of gable extension with the main roof.
VALLEY RAFTERS
65
It is the board placed on the ridge of the roof onto which the upper ends of others rafters are fastened.
RIDGE BOARD
66
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.
TOP PLATE
67
Give at least 5 Types of roofs
GABLE ROOF HIP ROOF DUTCH ROOF MANSARD ROOF GAMBREL ROOF FLAT ROOF BUTTERFLY ROOF SALTBOX ROOF DORMER ROOF
68
CONVERT: 25 inches to MM
635 MM
69
CONVERT: 852 MM to INCHES
34 INCHES
70
CONVERT: 595 M to MM
595000 MM