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CEX YESA > Reviewer 2 > Flashcards

Reviewer 2 Flashcards

1
Q

It is a structural system without complete
vertical local carrying space frame. (NSCP
208.20)
a.) Braced frame
b.) Bearing wall system
c.) Rigid component
d.) Concentric braced frame

A

b.) Bearing wall system

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2
Q 
Is a component including its attachments
having fundamental period less than or
equal to 0.06 sec. (NSCP 208.20)
a.) Braced frame
b.) Bearing wall system
c.) Rigid component
d.) Flexible component
A

c.) Rigid component

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3
Q 
Is a component including its attachments
having fundamental period greater than
0.60 sec. (NSCP 208.20)
a.) Braced frame
b.) Bearing wall system
c.) Rigid component
d.) Flexible component
A

d.) Flexible component

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4
Q 
Concrete filled driven piles of uniform
section shall have a nominal outside
diameter of not less than (NSCP 307.7.3)
a.) 200 mm
b.) 250 mm
c.) 300 mm
d.) 350 mm
A

a.) 200 mm

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5
Q 
A complete record of test of materials
and of concrete shall be available for
inspection during the progress of work and
\_\_\_\_\_\_\_ years after completion of the
project and shall be preserved by the
inspecting engineer or architect for that
purpose, (NSCP 403.20)
a.) 2 years
b.) 5 years
c.) 10 years
d.) 15 years
A

a.) 2 years

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6
Q 
The minimum bend diameter for 10mm Ø
through 25mm Ø bars (NSCP 407.30)
a.) 12 db
b.) 6 db
c.) 8 db
d.) 10 db
A

b.) 6 db

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7
Q 
The minimum bend diameter for 28mm Ø
through 36mm Ø bars (NSCP 407.30)
a.) 12 db
b.) 6 db
c.) 8 db
d.) 10 db
A

c.) 8 db

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8
Q 
The minimum clear spacing between
parallel bars in a layer must be db but not
less than? (NSCP 407.7.3)
a.) 50mm
b.) 25mm
c.) 75mm
d.) 100mm
A

b.) 25mm

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9
Q 
In spirally reinforced or tied reinforced
compression members, clear distance
between longitudinal bars shall not be less
than? (NSCP 407.7.3)
a.) 2.0 db
b.) 2.15 db
c.) 1.50 db
d.) 1.75 db
A

c.) 1.50 db

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10
Q 
In walls and slabs other than concrete
joist construction, primary flexural
reinforcement shall not be spaced farther
apart than 3 times wall or slab thickness nor
farther than? (NSCP 407.7.5)
a.) 375mm
b.) 450mm
c.) 500mm
d.) 300mm
A

b.) 450mm

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11
Q 
Groups of parallel reinforcing bars
bundled in contact to act as one unit shall
be united to \_\_\_ pieces in one bundle.
(NSCP 407.7.6.1)
a.) 4
b.) 3
c.) 2
d.) 5
A

a.) 4

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12
Q 
Bars larger than \_\_\_mm shall not be
bundled in beams:
(NSCP 407.7.6.3)
a.) 25mm
b.) 16mm
c.) 28mm
d.) 36mm
A

d.) 36mm

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13
Q 
Individual bars within a bundle
terminated within the span of flexural
members shall terminate at different points
with at least \_\_\_\_ stagger: (NSCP 407.7.6.4)
a.) 12 db
b.) 10 db
c.) 50 db
d.) 40 db
A

d.) 40 db

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14
Q 
Minimum concrete cover cast against
and permanently exposed to earth: (NSCP
407.8.1)
a.) 100 mm
b.) 75 mm
c.) 50 mm
d.) 150 mm
A

b.) 75 mm

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15
Q 
The minimum clear concrete covering
for cast in place slab: (NSCP 407.8.1)
a.) 20mm
b.) 25mm
c.) 40mm
d.) 50mm
A

a.) 20mm

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16
Q

In ultimate strength design, the strength
reduction factor Ø for flexure without axial
loads: (NSCP 409.2.1)
a.) 0.85
b.) 0.75
c.) 0.90
d.) 0.70

A

c.) 0.90

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17
Q

In ultimate strength design, the strength
reduction factor Ø for shear and torsion:
(NSCP 409.4.2.3)
a.) 0.70
b.) 0.75
c.) 0.85
d.) 0.90

A

c.) 0.85

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18
Q 
The minimum one way slab thickness
which is simply supported at the ends only
is: (NSCP 409.6.2)
a.) L/20
b.) L/24
c.) L/28
d.) L/10
A

a.) L/20

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19
Q 
The minimum one way slab thickness
for a ONE end continuous slab is: (NSCP
409.6.2)
a.) L/20
b.) L/24
c.) L/10
d.) L/28
A

b.) L/24

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20
Q 
The minimum one way slab thickness
for a BOTH ends continuous slab is: (NSCP
409.6.2)
a.) L/20
b.) L/24
c.) L/10
d.) L/28
A

d.) L/28

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21
Q 
The minimum cantilevered slab
thickness is : (NSCP 409.6.2)
a.) L/20
b.) L/24
c.) L/10
d.) L/28
A

c.) L/10

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22
Q 
Deep continuous flexural members has
overall depth to clear span ratio greater
than: (NSCP 410.8.10)
a.) 0.40
b.) 0.60
c.) 0.75
d.) 0.70
A

a.) 0.40

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23
Q 
Deep simple span flexural members has
overall depth to clear span ratio greater
than: (NSCP 307.4.2)
a.) 0.40
b.) 0.60
c.) 0.75
d.) 0.70
A

c.) 0.75

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24
Q 
Spacing of shear reinforcement placed
perpendicular to axis of non-prestressed
member shall not exceed: (NSCP 411.6.4.1)
a.) d/2
b.) d/4
c.) ¾ d
d.) d/5
A

a.) d/2

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25
Q 
Development length Ld for deformed
bars in tension shall be less than: (NSCP
412.3.1)
a.) 300 mm
b.) 250 mm
c.) 200 mm
d.) 350 mm
A

a.) 300 mm

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26
Q 
Is an essentially vertical truss system of
the concentric or eccentric type that is
provided to resist lateral forces: (NCSP
208.1)
a.) Building frame system
b.) Braced frame
c.) Diaphragm
d.) Collector
A

b.) Braced frame

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27
Q 
Is a horizontal or nearly horizontal
system activity to transmit lateral forces to
the vertical resisting elements:
a.) Building frame system
b.) Braced frame
c.) Diaphragm
d.) Collector
A

c.) Diaphragm

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28
Q 
Is a frame in which members and joints
are capable of resisting forces primarily by
flexure:
a.) Moment resisting frame
b.) Ordinary braced frame
c.) Truss
d.) Eccentric braced frame
A

a.) Moment resisting frame

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29
Q 
In the determination of seismic dead
load with a minimum of \_\_\_\_\_\_\_\_% of floor
live load shall be applicable for storage and
warehouse occupancies. (NSCP 208.5.1.1)
a.) 50%
b.) 25%
c.) 30%
d.) 35%
A

b.) 25%

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30
Q 
The slope of cut surfaces shall be no
steeper than \_\_\_\_\_\_\_% slope. (NSCP
302.2.2)
a.) 50%
b.) 60%
c.) 30%
d.) 40%
A

a.) 50%

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31
Q 
Before commencing the excavation
work, the person making the excavation
shall notify in writing the owner of the
adjoining building not less than \_\_\_\_\_days
before such excavation is to be made.
(NSCP 302.2.4)
a.) 15 days
b.) 10 days
c.) 30 days
d.) 60 days
A

b.) 10 days

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32
Q 
Fill slopes shall not be constructed on
natural slopes steeper than \_\_\_\_% slope
(NSCP 302.3.1)
a.) 50%
b.) 10%
c.) 20%
d.) 60%
A

a.) 50%

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33
Q 
The minimum distance that the toe of
fill slope made to the site boundary line:
(NSCP 302.4.3)
a.) 0.80 M
b.) 0.60 M
c.) 1.50 M
d.) 2.00 M
A

b.) 0.60 M

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34
Q 
The max. distance that the toe of fill
slope made to the site boundary: (NSCP
302.4.3)
a.) 0.80 M
b.) 0.60 M
c.) 6.00 M
d.) 1.00 M
A

c.) 6.00 M

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35
Q 
In using sand backfill in the annular
space around column not embedded in
poured footings, the sand shall be
thoroughly compacted by tamping in layers
not more than \_\_\_\_\_mm in depth? (NSCP
305.7.3)
a.) 500 mm
b.) 400 mm
c.) 200 mm
d.) 300 mm
A

c.) 200 mm

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36
Q 
In using a concrete backfill in the
annular space around column not
embedded in poured footings, the concrete
shall have ultimate strength of \_\_\_\_Mpa at
28 days. (NSCP 305.7.3)
a.) 30 Mpa
b.) 15 Mpa
c.) 10 Mpa
d.) 5 Mpa
A

b.) 15 Mpa

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37
Q 
When grillage footings of structural
steel shapes are used on soils, they shall be
completely embedded in concrete.
Concrete cover shall be at least \_\_\_\_\_mm
on the bottom. (NSCP 305.8)
a.) 100 mm
b.) 200 mm
c.) 150 mm
d.) 250 mm
A

c.) 150 mm

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38
Q 
Temporary open air portable bleachers
may be supported upon wood sills or steel
plates placed directly upon the ground
surface, provided soil pressure does not
exceed \_\_\_\_Kpa. (NSCP 305.9)
a.) 100 Kpa
b.) 50 Kpa
c.) 150 Kpa
d.) 200 Kpa
A

b.) 50 Kpa

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39
Q 
The minimum nominal diameter of steel
bolts when wood plates or sill shall be
bolted to foundation wall in zone 2 seismic
area in the Philippines. (NSCP 305.60)
a.) 10mm
b.) 12mm
c.) 16mm
d.) 20mm
A

b.) 12mm

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40
Q 
The minimum nominal diameter of steel
bolts when wood plates or sill shall be
bolted to foundation wall in zone 4 seismic
area in the Philippines. (NSCP 305.60)
a.) 10mm
b.) 12mm
c.) 16mm
d.) 20mm
A

c.) 16mm

41
Q

Individual pile caps and caissons of
every structure subjected to seismic forces
shall be interconnected by ties. Such ties
shall be capable of resisting in tension or
compression a minimum horizontal force
equal to _____% of the largest column
vertical load. (NSCP 306.20)
a.) 15%
b.) 20%
c.) 10%
d.) 25%

A

c.) 10%

42
Q 
Such piles into firm ground may be
considered fixed and laterally supported at
\_\_\_\_\_M below the ground surface. (NSCP
306.20)
a.) 1.50 M
b.) 2.00 M
c.) 2.50 M
d.) 3.00 M
A

d.) 3.00 M

43
Q 
Such piles into soft ground may be
considered fixed and laterally supported at
\_\_\_\_\_M below the ground surface. (NSCP
306.20)
a.) 1.50 M
b.) 2.00 M
c.) 2.50 M
d.) 3.00 M
A

d.) 3.00 M

44
Q 
The maximum length of cast in place
piles/bored piles shall be \_\_\_\_\_times the
average diameter of the pile. (NSCP
307.2.1)
a.) 10 times
b.) 20 times
c.) 30 times
d.) 15 times
A

c.) 30 times

45
Q 
Cast in place/bored piles shall have a
specific compressive strength Fc of not less
than \_\_\_\_\_\_Mpa. (NSCP 307.2.1)
a.) 17.50 Mpa
b.) 20 Mpa
c.) 15 Mpa
d.) 25 Mpa
A

a.) 17.50 Mpa

46
Q 
Pre-cast concrete piles shall have a
specific compressive strength Fc of not less
than \_\_\_\_\_Mpa. (NSCP 304.7.1)
a.) 17.50 Mpa
b.) 20 Mpa
c.) 15 Mpa
d.) 25 Mpa
A

b.) 20 Mpa

47
Q 
The maximum spacing of ties and spirals
in a driven pre-cast concrete pile center to
center. (NSCP 307.5.1)
a.) 75 mm
b.) 100 mm
c.) 125 mm
d.) 150 mm
A

a.) 75 mm

48
Q

Pre-cast pre-stressed concrete piles
shall have a specified compressive strength
Fc of not less than ____Mpa. (NSCP 307.5.1)
a.) 20 Mpa
b.) 15 Mpa
c.) 25 Mpa
d.) 35 Mpa

A

d.) 35 Mpa

49
Q 
The minimum outside diameter of pipe
piles when used must be? (NSCP 307.6.3)
a.) 300 mm
b.) 250 mm
c.) 350 mm
d.) 400 mm
A

b.) 250 mm

50
Q 
Aviation control towers fall to what type
of occupancy?
a.) Special occupancy structures
b.) Essential facilities
c.) Hazardous facility
A

b.) Essential facilities

51
Q 
Private garages, carports, sheds,
agricultural buildings fall to what type of
occupancy?
a.) Miscellaneous occupancy
b.) Essential facilities
c.) Special occupancy
d.) Hazardous facility
A

a.) Miscellaneous occupancy

52
Q 
Buildings used for college or adult
education with a capacity of 500 or more
students fall to what type of occupancy?
a.) Miscellaneous occupancy
b.) Essential facilities
c.) Special occupancy
d.) Hazardous facility
A

c.) Special occupancy

53
Q

Buildings or structures therein housing
and supporting toxic or explosive chemicals
or substances fall to what type of category?
a.) Miscellaneous occupancy
b.) Essential facilities
c.) Special occupancy
d.) Hazardous facility

A

d.) Hazardous facility

54
Q 
The allowable deflection for any
structural member loaded with live load
only. (NSCP 107.2.2)
a.) L/300
b.) L/360
c.) L/200
d.) L/240
A

b.) L/360

55
Q 
The allowable deflection for any
structural member loaded with dead load
and live load only. (NSCP 104.2.2)
a.) L/240
b.) L/300
c.) L/360
d.) L/200
A

a.) L/240

56
Q 
Retaining walls shall be designed to
resist sliding by at least \_\_\_\_\_\_\_times the
lateral force. (NSCP 206.6)
a.) 3
b.) 2
c.) 1.50
d.) 1.0
A

b.) 2

57
Q 
Retaining walls shall be designed to
resist overturning by at least \_\_\_\_\_\_times
the overturning moment. (NSCP 206.6)
a.) 1.0
b.) 2.50
c.) 2.0
d.) 1.50
A

d.) 1.50

58
Q 
As per NSCP 2001 sect. 206.9.3 vertical
impact force for crane load, if powered
monorail cranes are considered, the max.
wheel load of the crane shall be increased
by what percent to determine the induced
vertical impact? (NSCP 206.9.3)
a.) 50%
b.) 25%
c.) 15%
d.) 20%
A

b.) 25%

59
Q 
The lateral force on a crane runway
beam with electrically powered trolleys
shall be calculated as \_\_\_\_\_\_% of the sum
of the rated capacity of the crane and the
weight of the hoist and trolley. (NSCP
206.9.4)
a.) 20%
b.) 15%
c.) 30%
d.) 50%
A

a.) 20%

60
Q 
The longitudinal forces on crane runway
beams, except for bridge cranes with hand
geared bridges shall be calculated as
\_\_\_\_\_% of the max. wheel load of the
crane. (NSCP 206.9.5)
a.) 15%
b.) 10%
c.) 25%
d.) 20%
A

b.) 10%

61
Q 
An open building is a structure having all
walls at least \_\_\_\_\_% open. (NSCP 207)
a.) 50%
b.) 60%
c.) 80%
d.) 75%
A

c.) 80%

62
Q 
Low rise buildings is an enclosed or
partially enclosed with mean roof height
less than or equal to? (NSCP 207.20)
a.) 70 M
b.) 50 M
c.) 15 M
d.) 18 M
A

d.) 18 M

63
Q 
The wind load importance factor lw for
essential facilities is equal to? (NSCP
207.50)
a.) 1.15
b.) 1.0
c.) 2.15
d.) 0.87
A

a.) 1.15

64
Q 
The wind load importance factor for
hazardous facilities is equal to?
a.) 1.0
b.) 0.87
c.) 1.15
d.) 2.15
A

c.) 1.15

65
Q 
The wind load importance factor for
standard occupancy structures is equal to?
a.) 1.0
b.) 1.15
c.) 0.87
d.) 2.0
A

a.) 1.0

66
Q 
The wind load importance factor for
miscellaneous structures is equal to?
a.) 1.0
b.) 1.15
c.) 0.87
d.) 2.0
A

c.) 0.87

67
Q 
Large city centers with at least 50% of
the buildings having a height greater than
21M. falls on what exposure category for
wind loading? (NSCP 207.5.3)
a.) Exposure A
b.) Exposure B
c.) Exposure C
d.) Exposure D
A

a.) Exposure A

68
Q 
Open terrain with scattered
obstructions having heights less than 9M.
Falls on what exposure category for wind
loading?
a.) Exposure A
b.) Exposure B
c.) Exposure C
d.) Exposure D
A

c.) Exposure C

69
Q 
Flat unobstructed areas exposed to
wind flowing over open water for a distance
of at least 2 km falls on what exposure
category for wind loading?
a.) Exposure A
b.) Exposure B
c.) Exposure C
d.) Exposure D
A

d.) Exposure D

70
Q 
Urban and suburban areas, wooded
areas or other terrain with numerous
closely spaced obstructions having the size
of single family dwelling or larger falls on
what exposure category for wind loading?
a.) Exposure A
b.) Exposure B
c.) Exposure C
d.) Exposure D
A

b.) Exposure B

71
Q 
Zone 1 of the Philippine map has a wind
velocity of \_\_\_\_Kph?
a.) 150 Kph
b.) 250 Kph
c.) 125 Kph
d.) 200 Kph
A

b.) 250 Kph

72
Q 
Zone 2 of the Philippine map has a wind
velocity of \_\_\_\_Kph?
a.) 200 Kph
b.) 125 Kph
c.) 150 Kph
d.) 250 Kph
A

a.) 200 Kph

73
Q 
Zone 3 of the Philippine map has a wind
velocity of \_\_\_\_Kph?
a.) 200 Kph
b.) 125 Kph
c.) 150 Kph
d.) 250 Kph
A

b.) 125 Kph

74
Q 
In testing concrete laboratory cured
specimens, no individual strength test
(average of 2 cylinders) falls below fc’ by
more than \_\_\_\_\_\_\_. (NSCP 405.7.3.3)
a.) 5 Mpa
b.) 4.25 Mpa
c.) 3.50 Mpa
d.) 4.0 Mpa
A

c.) 3.50 Mpa

75
Q 
Spacing for a lateral support for a beam
shall not exceed \_\_\_\_\_\_\_times the least
width b of compression flange or face.
(NSCP 410.5.10)
a.) 40
b.) 50
c.) 60
d.) 30
A

b.) 50

76
Q

For a rectangular reinforced concrete
compression member, it shall be permitted
to take the radius of gyration equal to
_______times the overall dimension of the
direction of stability is being considered.
(NSCP 410.12.20)
a.) 0.30
b.) 0.45
c.) 0.50
d.) 0.75

A

a.) 0.30

77
Q 
For members whose design is based on
compressive force, the slenderness ratio
kL/r preferably should not exceed
\_\_\_\_\_\_\_\_? (NSCP 502.8.1)
a.) 300
b.) 250
c.) 200
d.) 350
A

c.) 200

78
Q 
For members whose design is based on
tensile force, the slenderness ratio L/r
preferably should not exceed \_\_\_\_\_\_\_\_\_.
a.) 200
b.) 300
c.) 250
d.) 350
A

b.) 300

79
Q 
For pin connected members, the
allowable stress on the net area of the
pinhole for pin connected members is
\_\_\_\_\_\_\_\_\_. (NSCP 504.4.1.1)
a.) 0.60 Fy
b.) 0.50 Fy
c.) 0.45 Fy
d.) 0.40 Fy
A

c.) 0.45 Fy

80
Q

Other than pin connected members, the
allowable tensile stress shall not exceed
_______ on the gross area. (NSCP 504.2.1)
a.) 0.60 Fy
b.) 0.45 Fy
c.) 0.33 Fy
d.) 0.66 Fy

A

a.) 0.60 Fy

81
Q

For pin connected plates, the minimum
net area beyond the pinhole parallel to the
axis of the member shall not be less than
_______of the net area across the pinhole.
(NSCP 504.4.2.1)
a.) 3/4
b.) 2/3
c.) 3/5
d.) 1/3

A

b.) 2/3

82
Q 
For pin connected members in which
the pin is expected to provide for relative
movement between connected parts while
under full load, the diameter of the pinhole
shall not be more than \_\_\_\_\_\_mm greater
than the diameter of the pin. (NSCP
504.4.2.3)
a.) 1 mm
b.) 0.5 mm
c.) 0.80 mm
d.) 2 mm
A

c.) 0.80 mm

83
Q 
The maximum longitudinal spacing of
bolts, nuts and intermittent welds correctly
two rolled shapes in contact for a built up
section shall not exceed \_\_\_\_\_\_\_\_. (NSCP
505.5.4)
a.) 700 mm
b.) 500 mm
c.) 600 mm
d.) 400 mm
A

c.) 600 mm

84
Q 
The ratio L/r for lacing bars arranged in
single system shall not exceed \_\_\_\_\_\_\_\_.
(NSCP 505.5.80)
a.) 140 mm
b.) 200 mm
c.) 250 mm
d.) 100 mm
A

a.) 140 mm

85
Q 
The ratio L/r for lacing bars arranged in
double system shall not exceed \_\_\_\_\_\_\_\_.
a.) 140 mm
b.) 200 mm
c.) 250 mm
d.) 100 mm
A

b.) 200 mm

86
Q 
For members bent about their strong or
weak axes, members with compact sections
where the flanges continuously connected
to web the allowable bending stress is
\_\_\_\_\_\_\_\_\_. (NSCP 506.4.1.1)
a.) 0.75 Fy
b.) 0.60 Fy
c.) 0.45 Fy
d.) 0.66 Fy
A

d.) 0.66 Fy

87
Q 
For box type and tabular textural
members that meet the non compact
section requirements of section 502.6, the
allowable bending stress is \_\_\_\_\_\_\_\_.
(NSCP 506.4.1.1)
a.) 0.75 Fy
b.) 0.60 Fy
c.) 0.45 Fy
d.) 0.66 Fy
A

b.) 0.60 Fy

88
Q 
Bolts and rivets connecting stiffness to
the girder web shall be spaced not more
than \_\_\_\_\_\_mm on centers. (NSCP 507.5.3)
a.) 300 mm
b.) 400 mm
c.) 350 mm
d.) 250 mm
A

a.) 300 mm

89
Q 
Ira composite beam section, the actual
section modulus of the transformed
composite section shall be used in
calculating the concrete flexural
compressed stress and for construction
without temporary shores, this stress shall
be based upon loading applied after the
concrete has reached \_\_\_\_\_% of its
required strength.
a.) 50%
b.) 60%
c.) 80%
d.) 75%
A

d.) 75%

90
Q 
Shear connectors shall have at least
\_\_\_\_\_\_\_\_mm of lateral concrete covering.
(NSCP 509.5.8)
a.) 50 mm
b.) 100 mm
c.) 25 mm
d.) 40 mm
A

c.) 25 mm

91
Q 
The minimum center to center spacing
of stud connectors along the longitudinal
axis of supporting composite beam is
\_\_\_\_\_\_\_\_\_\_\_\_.
(NSCP 509.5.8)
a.) 6 diameter of connector
b.) 10 diameter of connector
c.) 12 diameter of connector
d.) 5 diameter of connector
A

a.) 6 diameter of connector

92
Q 
The maximum center to center spacing
of stud connectors along the longitudinal
axis of supporting composite beam is
\_\_\_\_\_\_\_\_\_\_\_\_. (NSCP 509.5.8)
a.) 8 diameter of connector
b.) 6 diameter of connector
c.) 5 diameter of connector
d.) 10 diameter of connector
A

a.) 8 diameter of connector

93
Q 
Connections carrying calculated
stresses, except for lacing, sag bars and
girts, shall be designed to support not less
than \_\_\_\_\_\_\_\_Kn of force. (NSCP
510.10.61)
a.) 30
b.) 50
c.) 26.70
d.) 35
A

c.) 26.70

94
Q 
The connections at ends of tension or
compression members in trusses shall
develop the force due to the design load,
but no less than \_\_\_\_\_\_\_% at the effective
strength of the member unless a smaller
percentage is justified by engineering
analysis that considers other factors
including handling, shipping and erection.
(NSCP 510.2.5.1)
a.) 50
b.) 70
c.) 65
d.) 100
A

a.) 50

95
Q 
When formed steel decking is a part of
the composite beam, the spacing of stud
shear connector along the length of the
supporting beam or girder shall not exceed
\_\_\_\_\_\_\_mm. (NSCP 509.6.1.2)
a.) 800
b.) 750
c.) 900
d.) 1000
A

c.) 900

96
Q 
The minimum sizes of filler weld for
plates with thickness greater than 20mm is
\_\_\_\_\_\_\_\_. (NSCP 510.3.3.2)
a.) 10
b.) 8
c.) 15
d.) 20
A

b.) 8

97
Q 
The minimum sizes of filler weld for
plates with thickness 6mm is \_\_\_\_\_\_\_\_?
(NSCP 510.3.3.2)
a.) 3 mm
b.) 6 mm
c.) 8 mm
d.) 10 mm
A

a.) 3 mm

98
Q 
The minimum sizes of filler weld for
plates with thickness over 12mm to 20mm
is \_\_\_\_\_\_\_\_? (NSCP 510.3.3.2)
a.) 8 mm
b.) 10 mm
c.) 6 mm
d.) 5 mm
A

c.) 6 mm

CEX YESA (9 decks)

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