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.
CONCENTRIC FORCE
ECCENTRIC FORCE
COMPRESSIVE FORCE
TENSILE FORCE
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A. pedestal
B. post
C. leg
D. pilaster
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Foundation plan
Base plate plan
Framing plan
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Beam will continue to deform with slight load
Beam will break eventually after some time
Beam will continue to deform without load
Beam will come back to its original state
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Beam will continue to deform with slight load
Beam will break eventually after some time
Beam will continue to deform without load
Beam will come back to its original state
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Beam will continue to deform with slight load
Beam will continue to deform without load
Beam will break eventually after some time
Beam will come back to its original state
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End of slab
Middle third of slab
Top of slab
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A. 2400 N
B. 2400 KN
C. 2400 kg
D. 2400 lbs
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Slab
Floor finish
Beam
Column
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Additional
Under pinning
Refoundation
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1000 kg/ m3
7850 kg/ m3
2400 kg/ m3
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1000 kg/ m3
7850 kg/ m3
2400 kg/ m3
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1000 kg/ m3
7850 kg/ m3
2400 kg/ m3
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Retaining wall
Load bearing wall
Brick wall
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Welds
Steel bolts
Splices
Flanged bolt couplings
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FATIGUE
DEFLECTION
STRESS
CREEP
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The ratio of weight of water to the volume of cement
The ratio of the volume of water to the volume of cement
The ratio of the weight of water of the weight of cement
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Construction joint
Contraction joint
Expansion joint
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TORSION
TORQUE
BENDING
SHEAR
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Compression
Tension
Axial
Stress
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Elastic limit
Proportional limit
Yield point
Ultimate strength
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Rupture stress
Thermal stress
Yield stress
Creep
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Axial stress
Bearing stress
Shearing stress
Flexural stress
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0.10-0.80
0.01-0.08
0.001-0.008
0.0001-0.0008
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Column ratio
Slenderness ratio
Poisson's ratio
Stress strain ratio
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RADIUS OF CIRCLE
RADIUS OF SECTION
RADIUS OF GYRATION
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BRITLENESS
DUCTILITY
ELASTICITY
MALLEABILITY
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MALLEABILITY
DUCTILITY
ELASTICITY
BRITLENESS
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BRITLENESS
ELASTICITY
MALLEABILITY
DUCTILITY
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DUCTILITY
TOUGHNESS
ELASTICITY
MALLEABILITY
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CRACK
CREEP
DEFLECTION
DEFORMATION
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100 n
100 kg
100 lb
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TORQUE
BENDING
COMPRESSION
TENSION
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100 gpa
200 gpa
200 mpa
450 gpa
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4-16mm- diameter bars
4-20mm- diameter bars
4-25mm- diameter bars
4-36mm- diameter bars
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6mm
3mm
8mm
10mm
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12db
6db
10db
8db
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ALLOWABLE STRESS
ALLOWABLE DEFORMATION
ALLOWABLE STRENGTH
ALLOWABLE STRAIN
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A. 3 times wall thickness, not more than 18”
B. 4 times wall thickness, not more than 20”
C. 5 times wall thickness, not more than 18”
D. 6 times wall thickness, not more than 20”
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Wl squared / 2
Wl squared / 4
Wl squared / 8
Wl squared / 10
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Critical buckling stress
Critical buckling load
Ultimate buckling load
Ultimate buckling stress
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SHEAR
STRAIN
LOAD
FORCE
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Poisson's ratio
Hooke's law
Slenderness law
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Dressed size
Nominal size
Normal size
Rough size
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Compression
Tension
Axial
Stress
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Compression
Tension
Axial
Stress
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Compression
Tension
Axial
Stress
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Axial stress
Bending stress
Allowable stress
Working stress
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