1.
It is a structural system without complete
vertical local carrying space frame. (NSCP 208.20)
A. 
B. 
C. 
D. 
2.
Is a component including its attachments having
fundamental period less than or equal to 0.06 sec. (NSCP 208.20)
A. 
B. 
C. 
D. 
3.
Is a component including its attachments having
fundamental period greater than 0.60 sec. (NSCP 208.20)
A. 
B. 
C. 
D. 
4.
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. 
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. 
B. 
C. 
D. 
6.
The minimum bend diameter for 10mm Ø through
25mm Ø bars (NSCP 407.30)
A. 
B. 
C. 
D. 
7.
The minimum bend diameter for 28mm Ø through
36mm Ø bars (NSCP 407.30)
A. 
B. 
C. 
D. 
8.
The minimum clear spacing between parallel bars
in a layer must be db but not less than? (NSCP 407.7.3)
A. 
B. 
C. 
D. 
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. 
B. 
C. 
D. 
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. 
B. 
C. 
D. 
11.
Bars larger than ___mm shall not be bundled in beams:
(NSCP 407.7.6.3)
A. 
B. 
C. 
D. 
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. 
B. 
C. 
D. 
13.
Minimum concrete cover cast against and
permanently exposed to earth: (NSCP 407.8.1)
A. 
B. 
C. 
D. 
14.
The minimum clear concrete covering for cast in place slab:
(NSCP 407.8.1)
A. 
B. 
C. 
D. 
15.
In ultimate strength design, the strength reduction factor Ø
for flexure without axial loads: (NSCP 409.2.1)
A. 
B. 
C. 
D. 
16.
In ultimate strength design, the strength
reduction factor Ø for shear and torsion: (NSCP 409.4.2.3)
A. 
B. 
C. 
D. 
17.
The minimum one way slab thickness for a ONE end
continuous slab is: (NSCP 409.6.2)
A. 
B. 
C. 
D. 
18.
The minimum one way slab thickness for a BOTH
ends continuous slab is: (NSCP 409.6.2)
A. 
B. 
C. 
D. 
19.
The minimum cantilevered slab thickness is :
(NSCP 409.6.2)
A. 
B. 
C. 
D. 
20.
Deep continuous flexural members has overall
depth to clear span ratio greater than: (NSCP 410.8.10)
A. 
B. 
C. 
D. 
21.
Deep simple span flexural members has overall
depth to clear span ratio greater than: (NSCP 307.4.2)
A. 
B. 
C. 
D. 
22.
Spacing of shear reinforcement placed
perpendicular to axis of non-prestressed member shall not exceed: (NSCP
411.6.4.1)
A. 
B. 
C. 
D. 
23.
Is an essentially vertical truss system of the
concentric or eccentric type that is provided to resist lateral forces: (NCSP
208.1)
A. 
B. 
C. 
D. 
24.
Is a frame in which members and joints are
capable of resisting forces primarily by flexure:
A. 
B. 
C. 
D. 
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. 
B. 
C. 
D.