1.
1. Zone 1 of the Philippine map has a wind load of ____ Kph
A. 
B. 
C. 
D. 
2.
Zone 2 of the Philippine map has a wind load of ________Kph
A. 
B. 
C. 
D. 
3.
. Zone 3 of the Philippine map has a wind load of ________Kph
A. 
B. 
C. 
D. 
4.
A tensile or compressive force acting along the longitudinal axis of a structural member and at the centroid of the cross section, producing axial stress without bending, torsion or shear.
A. 
B. 
C. 
D. 
5.
The ratio between the effective length and the unbraced length of the member measured between the centers of gravity of the bracing members. (NSCP Def. of Terms)
A. 
B. 
B. Effective length Factor
C. 
C. Eccentric Braced Frame (EBF
D. 
6.
A fracture Phenomenon resulting from a fluctuating stress cycle. (NSCP Def. of Terms)
A. 
B. 
C. 
D. 
7.
The stress that remains in an unloaded member after it has been formed into a finished product. (NSCP Def. of Terms)
A. 
B. 
C. 
D. 
8.
The resulting moment of a fully yielded cross-section. (NSCP Def. of Terms)
A. 
B. 
C. 
D. 
9.
The magnitudes of the loads specified by the applicable codes. (NSCP Def. of Terms)
A. 
B. 
C. 
D. 
10.
A method proportioning structural components such that no applicable limit state is exceeded when the structure is subjected to all appropriate load combinations. (NSCP Def. of Terms)
A. 
B. 
C. 
D. 
D. Load & Resistance Factor Design
11.
. What type of concrete when air-dried weights 1900 kg per cubic meter? (NSCP 5.2.1)
A. 
B. 
B. Air-entrained concrete
C. 
D. 
12.
Granular material, such as crushed stone, iron blast-furnace slag, sand or gravel used with cementing medium to form a hydraulic cement concrete or mortar. (NSCP Sec. 5.2.1)
A. 
B. 
C. 
D. 
13.
Aggregates should conform to PNS or ASTM standards and must be well graded; easy workability and method of consolidation are such that concrete can be poured without honeycomb or void. What is the nominal maximum size of a course aggregate when working with depth of slabs for concreting? (NSCP Sec 5.3.3.2)
A. 
A. Course aggregate shall be no longer than 1/3 the depth of the slab under consideration
B. 
B. Course aggregate shall be no longer than 1/4 the depth of the slab under consideration
C. 
C. Course aggregate shall be no longer than 1/6 the depth of the slab under consideration
D. 
D. Course aggregate shall be no longer than 1/5 the depth of the slab under consideration
14.
This refers to the length of reinforcement or mechanical anchor or hook, or combination thereof, beyond point of zero stress in reinforcement (NSCP Sec. 5.2.1)
A. 
B. 
C. 
D. 
15.
The standard hooks for stirrups and ties shall mean: (NSCP Sec. 5.7.1)
A. 
A. 90 deg. Bend plus 6db extension at the free end of bar, for 16mm bar and smaller
B. 
B. 90 deg. Bend plus 12db extension at the free end of bar, for 20mm & 25mm bar
C. 
C. 135 deg. Bend plus 6db extension at the free end of bar, for 25mm bar and smaller
D. 
E. 
16.
Length of embedded reinforcement provided beyond a critical section. (NSCP Sec. 5.2.1)
A. 
B. 
C. 
D. 
17.
Inside diameter of bend for stirrups and ties for 16mm bar and smaller shall be not less than (NSCP Sec. 5.7.2.2)
A. 
B. 
C. 
D. 
18.
Which of the following criteria for bundled bars, do NOT apply? (NSCP Sec. 5.7.6.6)
A. 
A. Bars larger than 36 mm shall not be bundled in beams.
B. 
B. Bundled bars shall be enclosed within stirrups or ties
C. 
C. Group of parallel reinforcing bars bundled in contact to act as a unit shall be limited to three in any one bundle.
D. 
D. Individual bars within a bundle terminated within the span of flexural members shall terminate at different points with at least 40 db staggered
E. 
F. 
19.
Length of embedded reinforcement required to develop the design strength of reinforcement at a critical section. (NSCP Sec. 5.2.1)
A. 
B. 
C. 
D. 
20.
The tendency of most materials to move or deform over time under a constant load. The amount of movement varies enormously depending upon the material. The area that is highly stressed will move the most. The movement causes stresses to be redistributed.
A. 
B. 
C. 
D. 
21.
. Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)
A. 
B. 
C. 
D. 
22.
Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)
A. 
B. 
C. 
D. 
23.
Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)
A. 
B. 
C. 
D. 
24.
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. 
B. 
C. 
D. 
25.
The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)
A. 
B. 
C. 
D.