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20 questions
It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)
Bearing Wall System
Non-Bearing Wall System
Loaded Wall System
Uniform Wall System
Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)
Rigid Component
Flexible Component
Control Component
Lunged Component
Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)
Rigid Component
Flexible Component
Control Component
Lunged Component
Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)
150mm
175mm
200mm
300mm
The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)
5 db
6 db
8 db
10 db
The minimum bend diameter for 28mm Ø through 36mm Ø bars (NSCP 407.30)
5 db
6 db
8 db
10 db
The minimum clear spacing between parallel bars in a layer must be db but not less than? (NSCP 407.7.3)
13mm
25mm
50mm
20mm
Development length (Ld) for deformed bars in tension shall be less than: (NSCP 412.3.1)
200mm
250mm
300mm
350mm
Such piles into firm ground may be considered fixed and laterally supported at _____M below the ground surface. (NSCP 306.20)
1.00m
1.50m
2.00m
1.60m
Such piles into soft ground may be considered fixed and laterally supported at _____M below the ground surface. (NSCP 306.20)
2.00m
2.80m
3.00m
4.50m
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)
300mm
400mm
450mm
800mm
The minimum clear concrete covering for cast in place slab: (NSCP 407.8.1)
10mm
20mm
25mm
50mm
The lowest division of a building or other construction, partly or wholly below the
surface of the ground, designed to support and anchor the superstructure
and transmit its load directly to the earth.
Foundation
Substructure
Superstructure
Footing
A thick, slablike footing or reinforced concrete supporting a number
of columns or an entire building.
Footing
Combined Footing
Mat Footing
Shear Wall
The gradual reduction in the volume of a soil mass resulting from the
application of a sustained load and an increase in compressive stress.
Compacting
Consolidation
Compression
Pounding
Curing temperature for concrete.
100 C
37 C
22.8 C
31.4 C
Minimum effective depth of pile cap?
100mm
200mm
300mm
500mm
Induce cracking at preselected location.
Yield Joint
Expansion Joint
Control Joint
Isolation Joint
A joint between 2 parts of a building or structure permitting thermal or
moisture expansion to occur without damage to either part.
Yield Joint
Expansion Joint
Control Joint
Isolation Joint
Allow movement between slab and fixed parts of the building
such as columns, walls, and machinery bases.
Yield Joint
Expansion Joint
Control Joint
Isolation Joint
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