Structural 02 Philippines
(National Structural Code of the Philippines-NSCP)Prepared by:Arch. /EnP. RSGabitan
- 1.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
- 2.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
- 3.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
- 4.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
- 5.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
- 6.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
- 7.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
- 8.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
- 9.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
- 10.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
- 11.Bars larger than ___mm shall not be bundled in beams: (NSCP 407.7.6.3)
- A.
25mm
- B.
16mm
- C.
28mm
- D.
36mm
- 12.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
- 13.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
- 14.The minimum clear concrete covering for cast in place slab: (NSCP 407.8.1)
- A.
20mm
- B.
25mm
- C.
40mm
- D.
50mm
- 15.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
- 16.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
- 17.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
- 18.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
- 19.The minimum cantilevered slab thickness is : (NSCP 409.6.2)
- A.
L/20
- B.
L/24
- C.
L/10
- D.
L/28
- 20.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
- 21.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
- 22.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
- 23.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
- 24.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
- 25.. 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%
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