Q.1
Eccentrically loaded structures have to be designed for _______
  • a) Uniaxial force
  • b) Biaxial force
  • c) Combined axial force
  • d) Combined biaxial force
Q.2
______ transfer the loads from beams or slabs to footings or foundations.
  • a) Pedestal
  • b) Post
  • c) Rib
  • d) Column
Q.3
In long columns, the lateral deflection causes at the ______
  • a) Supports
  • b) Throughout
  • c) Midspan
  • d) Along outer periphery
Q.4
Short columns causes deflection in the structure.
  • a) True
  • b) False
Q.5
The approximate percentage of reinforcement provided in a beam varies from _______
  • a) 1-2%
  • b) 1-4%
  • c) 2-3%
  • d) 3-4%
Q.6
To avoid the failure of a column by buckling ___________ limits are to be recommended.
  • a) Slenderness
  • b) Effective length
  • c) Kernel
  • d) Radius of gyration
Q.7
According to ISthe minimum eccentricity subjected to a column is __________
  • a) 30mm
  • b) 20mm
  • c) 45mm
  • d) 50mm
Q.8
Radius of gyration is denoted by _________
  • a) k
  • b) n
  • c) e
  • d) y
Q.9
Find the moment of inertia of a rectangular section ofmm width andmm depth about the base.
  • a) 632×104mm4
  • b) 682×104mm4
  • c) 734×104mm4
  • d) 568×104mm4
Q.10
Mild steel is an example of ______________ mechanical property of the material.
  • a) Malleability
  • b) Creep
  • c) Ductility
  • d) Elasticity
Q.11
Which of the following are the relative properties of the material?
  • a) Creep
  • b) Fatigue
  • c) Hardness
  • d) Stiffness
Q.12
Rotating key of a lock is an example of ____________
  • a) Varignon’s Theory
  • b) Walton’s Theory
  • c) Formation of couple
  • d) Parallel axis theorem
Q.13
The relative change in position is called ______________
  • a) Matter
  • b) Body
  • c) Inertia
  • d) Motion
Q.14
Which of the following is not base unit?
  • a) Area
  • b) Length
  • c) Time
  • d) Temperature
Q.15
According to IS 456-the minimum number of longitudinal bars to be provided in rectangular columns is ________
  • a) 5
  • b) 4
  • c) 6
  • d) 8
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