NSCP Reviewer 1.pdf

8/10/2019 NSCP Reviewer 1.pdf

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It is a structural system without complete vertical local carrying

space frame. (NSCP 208.20)

Braced frame

Bearing wall system

Rigid component

Concentric braced frame


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Is a component including its attachments having fundamental

period less than or equal to 0.06 sec. (NSCP 208.20)

Braced frame

Bearing wall system

Rigid component

Flexible component


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Is a component including its attachments having fundamental

period greater than 0.60 sec. (NSCP 208.20)

Braced frame

Bearing wall system

Rigid component

Flexible component


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A complete record of test of materials and of concrete shall beavailable for inspection during the progress of work and _______

years after completion of the project and shall be preserved by theinspecting engineer or architect for that purpose, (NSCP 403.20)

2 years

5 years

10 years

15 years


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The minimum clear spacing between parallel bars in a layer must

be db but not less than? (NSCP 407.7.3)

50mm

25mm

75mm

100mm


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In spirally reinforced or tied reinforced compression members, clear

distance between longitudinal bars shall not be less than?(NSCP 407.7.3)

2.0 db

2.15 db

1.50 db

1.75 db


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Bars larger than ___mm shall not be bundled in beams:

(NSCP 407.7.6.3)

25mm

16mm

28mm

36mm


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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)

12 db

10 db

50 db

40 db


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Minimum concrete cover cast against and permanently exposed to

earth: (NSCP 407.8.1)

100 mm

75 mm

50 mm

150 mm


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The minimum clear concrete covering for cast in place slab:

(NSCP 407.8.1)

20mm

25mm

40mm

50mm


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The minimum one way slab thickness which is simply supported at

the ends only is: (NSCP 409.6.2)

L/20

L/24

L/28

L/10


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The minimum one way slab thickness for a ONE end continuous

slab is: (NSCP 409.6.2)

L/20

L/24

L/10

L/28


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The minimum one way slab thickness for a BOTH ends continuous

slab is: (NSCP 409.6.2)

L/20

L/24

L/10

L/28


21/78

The minimum cantilevered slab thickness is : (NSCP 409.6.2)

L/20

L/24

L/10

L/28


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Deep continuous flexural members has overall depth to clear span

ratio greater than: (NSCP 410.8.10)

0.40

0.60

0.75

0.70


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Deep simple span flexural members has overall depth to clear span

ratio greater than: (NSCP 307.4.2)

0.40

0.60

0.75

0.70


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Spacing of shear reinforcement placed perpendicular to axis of

non-prestressed member shall not exceed: (NSCP 411.6.4.1)

d/2

d/4

d

d/5


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Is an essentially vertical truss system of the concentric or eccentric

type that is provided to resist lateral forces: (NCSP 208.1)

Building frame system

Braced frame

Diaphragm

Collector


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Is a frame in which members and joints are capable of resisting

forces primarily by flexure:

Moment resisting frame

Ordinary braced frame

Truss

Eccentric braced frame


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33/78

The minimum distance that the toe of fill slope made to the site

boundary line: (NSCP 302.4.3)

0.80 M0.60 M

1.50 M

2.00 M


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When grillage footings of structural steel shapes are used on soils,

they shall be completely embedded in concrete. Concrete covershall be at least _____mm on the bottom. (NSCP 305.8)

100 mm200 mm

150 mm


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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)

100 Kpa50 Kpa

150 Kpa

200 Kpa


39/78

The minimum nominal diameter of steel bolts when wood plates or

sill shall be bolted to foundation wall in zone 2 seismic area in thePhilippines. (NSCP 305.60)

10mm12mm

16mm

20mm


40/78

The minimum nominal diameter of steel bolts when wood plates or

sill shall be bolted to foundation wall in zone 4 seismic area in thePhilippines. (NSCP 305.60)

10mm12mm

16mm

20mm


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Individual pile caps and caissons of every structure subjected toseismic 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 verticalload. (NSCP 306.20)

15%20%

10%

25%


42/78

Such piles into firm ground may be considered fixed and laterallysupported at _____M below the ground surface. (NSCP 306.20)

1.50 M2.00 M

2.50 M

3.00 M


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The maximum length of cast in place piles/bored piles shall be_____times the average diameter of the pile. (NSCP 307.2.1)

10 times20 times

30 times

15 times


45/78

Cast in place/bored piles shall have a specific compressivestrength Fc of not less than ______Mpa. (NSCP 307.2.1)

17.50 Mpa20 Mpa

15 Mpa

25 Mpa


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Pre-cast pre-stressed concrete piles shall have a specifiedcompressive strength Fc of not less than ____Mpa.

(NSCP 307.5.1)

20 Mpa15 Mpa

25 Mpa

35 Mpa


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52/78

Buildings used for college or adult education with a capacity of 500or more students fall to what type of occupancy?

Miscellaneous occupancyEssential facilities

Special occupancy

Hazardous facility


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55/78

Buildings or structures therein housing and supporting toxic orexplosive chemicals or substances fall to what type of category?

Miscellaneous occupancyEssential facilities

Special occupancy

Hazardous facility


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59/78

Retaining walls shall be designed to resist sliding by at least_______times the lateral force. (NSCP 206.6)

32

1.50

1.0


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61/78

As per NSCP 2001 sect. 206.9.3 vertical impact force for craneload, if powered monorail cranes are considered, the max. wheel

load of the crane shall be increased by what percent to determinethe induced vertical impact? (NSCP 206.9.3)

50%25%

15%

20%


62/78

The lateral force on a crane runway beam with electrically poweredtrolleys 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)

20%15%

30%

50%


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An open building is a structure having all walls at least _____%open. (NSCP 207)

50%60%

80%

75%


65/78

Low rise buildings is an enclosed or partially enclosed with meanroof height less than or equal to? (NSCP 207.20)

70 M50 M

15 M

18 M


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70/78

Large city centers with at least 50% of the buildings having a heightgreater than 21M. falls on what exposure category for wind

loading? (NSCP 207.5.3)

Exposure AExposure B

Exposure C

Exposure D


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Flat unobstructed areas exposed to wind flowing over open waterfor a distance of at least 2 km falls on what exposure category for

wind loading?

Exposure AExposure B

Exposure C

Exposure D


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In testing concrete laboratory cured specimens, no individualstrength test (average of 2 cylinders) falls below fc by more than

_______. (NSCP 405.7.3.3)

5 Mpa4.25 Mpa

3.50 Mpa

4.0 Mpa

Documents

NSCP Reviewer 1.pdf