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.
MODULUS OF ELASTICITY
MODULUS OF RIGIDITY
MOMENT MODULUS
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1000 kg/ m3
7850 kg/ m3
2400 kg/ m3
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Slab
Floor finish
Beam
Column
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OVERREINFORCED DESIGN
BALANCED DESIGN
UNDERREINFORCED DESIGN
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UNDERREINFORCED DESIGN
OVERREINFORCED DESIGN
BALANCED DESIGN
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Rupture stress
Thermal stress
Yield stress
Creep
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A. diaphragm
B. Collector
C. braced frame
D. platform
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BRITLENESS
DUCTILITY
ELASTICITY
MALLEABILITY
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TORQUE
BENDING
COMPRESSION
TENSION
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Wing
Web
Side flange
Floor flange
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Top
Middle
Bottom
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Minimum
Maximum
100 %
Zero
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A. Jacking force
B. Pre-stressing force
C. Lifting force
D. Driving force
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Concrete
Mortar
Plaster
Grout
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1000 kg/ m3
7850 kg/ m3
2400 kg/ m3
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TORSION
TORQUE
BENDING
SHEAR
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Deflection
Elongation
Post tensioned
Camber
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A. soft storey
B. hard storey
C. critical storey
D. design storey
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A. aggregate
B. admixture
C. escombro
D. compacted fill
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Ultimate strength
Proportional limit
Yield point
Elastic limit
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Construction joint
Contraction joint
Expansion joint
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A. 1.4 DL + 1.7 LL
B. 0.9 DL + 1.3 LL
C. 1.4 DL + 1.4 LL
D. 1.5 DL + 1.87 LL
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A. post-tensioning
B. pretensioning
C. midtensioning
D. paratensioning
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A. brace
B. slab
C. diaphragm
D. platform
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A. strain
B. stress
C. impact
D. adhesion
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A. Bearing wall system
B. Building frame system
C. Horizontal bracing system
D. Moment resisting frame system
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TENSION
COMPRESSION
AXIAL
BENDING
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1000 kg/ m3
7850 kg/ m3
2400 kg/ m3
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Trusses
Columns
Beams
Footing
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A. prestressed concrete
B. preset concrete
C. in situ concrete
D. precast concrete
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FATIGUE
DEFLECTION
STRESS
CREEP
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RADIUS OF CIRCLE
RADIUS OF SECTION
RADIUS OF GYRATION
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4-16mm- diameter bars
4-20mm- diameter bars
4-25mm- diameter bars
4-36mm- diameter bars
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COMPRESSIVE FORCE
AXIAL FORCE
TENSILE FORCE
BENDING FORCE
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A. base
B. roof deck
C. middle storey
D. top floor
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Column ratio
Slenderness ratio
Poisson's ratio
Stress strain ratio
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A. particle board
B. wood board
C. resin board
D. laminated board
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A. column
B. deep beam
C. wall
D. slab
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A. gravity effect
B. vibration
C. harmonic motion
D. P-delta effect
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A. storey movement
B. storey vibration
C. storey drift
D. storey motion
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A. 1.0 db
B. 1.5 db
C. 2.0 db
D. 2.5 db
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A. composite concrete flexural member
B. complex concrete flexural member
C. compound concrete flexural member
D. complete concrete flexural member
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A. 2400 N
B. 2400 KN
C. 2400 kg
D. 2400 lbs
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12db
6db
10db
8db
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Ultimate strength
Rupture strength
Nominal strength
Proportional strength
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25 mm
40 mm
50 mm
65 mm
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Compression
Tension
Axial
Stress
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A. L/16
B. L/18.5
C. L/21
D. L/8
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