National Structural Code O The Philippines 03
30 Questions
| Total Attempts: 1762
(58).jpg "National Structural Code O The Philippines 03")
(National Structural COde o the Philippines - NSCP) Prepared by: Arch. /EnP. RSGabitan
Questions and Answers
- 1.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
- 2.Fill slopes shall not be constructed on natural slopes steeper than ____% slope (NSCP 302.3.1)
- A.
50%
- B.
10%
- C.
20%
- D.
60%
- 3.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
- 4.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
- 5.. 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
- 6.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
- 7.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
- 8.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
- 9.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
- 10.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
- 11.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%
- 12.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
- 13.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
- 14.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
- 15.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
- 16.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
- 17.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
- 18.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
- 19.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
- 20.Aviation control towers fall to what type of occupancy?
- A.
Special occupancy structures
- B.
Essential facilities
- C.
Hazardous facility
- D.
Standard occupancy
- 21.Private garages, carports, sheds, agricultural buildings fall to what type of occupancy?
- A.
Miscellaneous occupancy
- B.
Essential facilities
- C.
Special occupancy
- D.
Hazardous facility
- 22.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
- 23.Buildings or structures therein housing and supporting toxic or explosive chemicals or substances fall to what type of category?
- A.
Miscellaneous occupancy
- B.
Essential facili
- C.
Special occupancy
- D.
Hazardous facility
- 24.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
- 25.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
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