Structural January 2000 Board Exam
Structural January 2000 Board Exam quiz helps mathematics, other students and other related parties to revise on geometry. The use of geometrical tools is tested in the quiz. Find out how you are fairing. All the best.
- 1.It is the effect on the structure due to extreme lateral (earthquake) motions acting in directions other than parallel to the direction of resistance under consideration. (NSCP Sec. 2.2.2)
- A.
A. Orthogonal effect
- B.
B. P-delta effect
- C.
C. Centroidal effect
- D.
D. None of the above
- 2.force applied parallel to the longitudinal axis of a structural member but not to the centroid of he cross section, producing bending and uneven distribution of stresses in the section.
- A.
CONCENTRIC FORCE
- B.
ECCENTRIC FORCE
- C.
COMPRESSIVE FORCE
- D.
TENSILE FORCE
- 3.1. A portion of the wall which projects on one or both sides and acts as a vertical beam, a column or both. (NSCP 6.2)
- A.
A. pedestal
- B.
B. post
- C.
C. leg
- D.
D. pilaster
- 4.Where you will see the details for the foundation anchor bolts
- A.
Foundation plan
- B.
Base plate plan
- C.
Framing plan
- 5.When a beam is in its yield point, which among the situation below would most likely happen
- A.
Beam will continue to deform with slight load
- B.
Beam will break eventually after some time
- C.
Beam will continue to deform without load
- D.
Beam will come back to its original state
- 6.When a beam is in its proportional limit, which among the situation below would most likely happen
- A.
Beam will continue to deform with slight load
- B.
Beam will break eventually after some time
- C.
Beam will continue to deform without load
- D.
Beam will come back to its original state
- 7.When a beam is in its elastic limit, which among the situation below would most likely happen
- A.
Beam will continue to deform with slight load
- B.
Beam will continue to deform without load
- C.
Beam will break eventually after some time
- D.
Beam will come back to its original state
- 8.What is the best location of support for a one way slab?
- A.
End of slab
- B.
Middle third of slab
- C.
Top of slab
- 9.What is the weight of 1 cu. m. of concrete?
- A.
A. 2400 N
- B.
B. 2400 KN
- C.
C. 2400 kg
- D.
D. 2400 lbs
- 10.What is not included in the computation of reinforced concrete load
- A.
Slab
- B.
Floor finish
- C.
Beam
- D.
Column
- 11.What do you call the act/process of enlarging an existing foundation
- A.
Additional
- B.
Under pinning
- C.
Refoundation
- 12.WEIGHT OF WATER IS
- A.
1000 kg/ m3
- B.
7850 kg/ m3
- C.
2400 kg/ m3
- 13.WEIGHT OF STEEL
- A.
1000 kg/ m3
- B.
7850 kg/ m3
- C.
2400 kg/ m3
- 14.WEIGHT OF CONCRETE
- A.
1000 kg/ m3
- B.
7850 kg/ m3
- C.
2400 kg/ m3
- 15.This wall will be used to protect different levels
- A.
Retaining wall
- B.
Load bearing wall
- C.
Brick wall
- 16.These are used to connect shafts
- A.
Welds
- B.
Steel bolts
- C.
Splices
- D.
Flanged bolt couplings
- 17.The weakening or failure of a material at a stress below the elastic limit when subjected to a repeated series of stresses
- A.
FATIGUE
- B.
DEFLECTION
- C.
STRESS
- D.
CREEP
- 18.The water cement ratio in concrete is
- A.
The ratio of weight of water to the volume of cement
- B.
The ratio of the volume of water to the volume of cement
- C.
The ratio of the weight of water of the weight of cement
- 19.The vertical or horizontal face in a concrete structure where concreting has been stopped and continued later
- A.
Construction joint
- B.
Contraction joint
- C.
Expansion joint
- 20.The twisting of an elastic body about its longitudinal axis caused by two equal and opposite torques, producing shearing stresses in the body
- A.
TORSION
- B.
TORQUE
- C.
BENDING
- D.
SHEAR
- 21.The top of a cantilever beam is in
- A.
Compression
- B.
Tension
- C.
Axial
- D.
Stress
- 22.The stress wherein the deformation increases without any increase in the load. The material at some portion shows a decrease in its cross section
- A.
Elastic limit
- B.
Proportional limit
- C.
Yield point
- D.
Ultimate strength
- 23.The stress induced as a result of restrained deformation due to changes in temperature
- A.
Rupture stress
- B.
Thermal stress
- C.
Yield stress
- D.
Creep
- 24.The stress developed when the applied load causes adjacent sections within a body to slide past each other
- A.
Axial stress
- B.
Bearing stress
- C.
Shearing stress
- D.
Flexural stress
- 25.The steel ratio for spiral columns ranges from
- A.
0.10-0.80
- B.
0.01-0.08
- C.
0.001-0.008
- D.
0.0001-0.0008
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