Engineering Questions with Answers - Multiple Choice Questions
MCQs on Bending Stress due to Eccentric Loading
1 - Question
Eccentrically loaded structures have to be designed for _______
a) Uniaxial force
b) Biaxial force
c) Combined axial force
d) Combined biaxial force
View Answer
Answer: c
Explanation: When the line of action of the resultant compressive force doesn’t coincide with the centre of gravity of the cross section of the structure, it is called eccentrically loaded structure. They have to be designed for combined axial force.
Explanation: When the line of action of the resultant compressive force doesn’t coincide with the centre of gravity of the cross section of the structure, it is called eccentrically loaded structure. They have to be designed for combined axial force.
2 - Question
______ transfer the loads from beams or slabs to footings or foundations.
a) Pedestal
b) Post
c) Rib
d) Column
View Answer
Answer: d
Explanation: A vertical member whose effective length is greater than 3 times its least lateral dimension carrying compressive loads is called a column. The main function of column is to transfer the loads from the beams or slabs to the footings or foundation.
Explanation: A vertical member whose effective length is greater than 3 times its least lateral dimension carrying compressive loads is called a column. The main function of column is to transfer the loads from the beams or slabs to the footings or foundation.
3 - Question
In long columns, the lateral deflection causes at the ______
a) Supports
b) Throughout
c) Midspan
d) Along outer periphery
View Answer
Answer: c
Explanation: A long column under the action of axial loads deflects laterally causing maximum deflection at the centre. A long column fails due to buckling.
4 - Question
Short columns causes deflection in the structure.
a) True
b) False
View Answer
Answer: b
Explanation: If the ratio of the effective length of the column to the least lateral dimension is less than 12. The column is called a short column. It fails by crushing (pure compression failure) and there is no chance of causing deflections.
Explanation: If the ratio of the effective length of the column to the least lateral dimension is less than 12. The column is called a short column. It fails by crushing (pure compression failure) and there is no chance of causing deflections.
5 - Question
The approximate percentage of reinforcement provided in a beam varies from _______
a) 1-2%
b) 1-4%
c) 2-3%
d) 3-4%
View Answer
Answer: a
Explanation: The approximate percentage of reinforcement provided in a beam varies from 1-2%.
Explanation: The approximate percentage of reinforcement provided in a beam varies from 1-2%.
| Type of Structure | Approx. % of Steel |
| Beam | 1-2% |
| Slabs | 0.7-1% |
| Columns | 1-4% |
6 - Question
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
View Answer
Answer: a
Explanation: The column dimensions shall be such that it fails by material failure only (crushing due to compression) and not by buckling. To avoid the failure of column buckling clause 25.3 of IS 456 recommends the slenderness limits for the column.
Explanation: The column dimensions shall be such that it fails by material failure only (crushing due to compression) and not by buckling. To avoid the failure of column buckling clause 25.3 of IS 456 recommends the slenderness limits for the column.
7 - Question
According to IS 456- 2000, the minimum eccentricity subjected to a column is __________
a) 30mm
b) 20mm
c) 45mm
d) 50mm
View Answer
Answer: b
Explanation: No column can have a perfectly axial load. There may be some moments acting due to the imperfection of construction or due to actual conditions of loading when IS 456-2000, recommends that all columns Shall be designed for minimum eccentricity of 20 mm.
Explanation: No column can have a perfectly axial load. There may be some moments acting due to the imperfection of construction or due to actual conditions of loading when IS 456-2000, recommends that all columns Shall be designed for minimum eccentricity of 20 mm.
8 - Question
Radius of gyration is denoted by _________
a) k
b) n
c) e
d) y
View Answer
Answer: a
Explanation: The radius of gyration about a given axis is defined as the effective distance from the given axis at which the whole area may be considered or located. It is denoted by “k” or “r”. The units for the radius of gyration are mm.
Explanation: The radius of gyration about a given axis is defined as the effective distance from the given axis at which the whole area may be considered or located. It is denoted by “k” or “r”. The units for the radius of gyration are mm.
9 - Question
Find the moment of inertia of a rectangular section of 40 mm width and 80 mm depth about the base.
a) 632×104mm4
b) 682×104mm4
c) 734×104mm4
d) 568×104mm4
View Answer
Answer: b
Explanation:
Moment of inertia of the rectangular section passing through the base is bd3/ 3.
I = bd/3
= 40×(80)3/ 3
= 682.66×104mm4.
Explanation:
Moment of inertia of the rectangular section passing through the base is bd3/ 3.
I = bd/3
= 40×(80)3/ 3
= 682.66×104mm4.
10 - Question
Mild steel is an example of ______________ mechanical property of the material.
a) Malleability
b) Creep
c) Ductility
d) Elasticity
View Answer
Answer: c
Explanation: Ductility is the property of a material by which material can be drawn into thin wires after undergoing a considerable deformation without rupture. The mild steel, silver, tor steel, aluminium etc. are considered as examples for ductility.
Explanation: Ductility is the property of a material by which material can be drawn into thin wires after undergoing a considerable deformation without rupture. The mild steel, silver, tor steel, aluminium etc. are considered as examples for ductility.
11 - Question
Which of the following are the relative properties of the material?
a) Creep
b) Fatigue
c) Hardness
d) Stiffness
View Answer
Answer: c
Explanation: The hardness is the ability of a material to resist indentation (impression), scratching or surface abrasion. It is the relative property of the material. Every material has its own hardness number.
Explanation: The hardness is the ability of a material to resist indentation (impression), scratching or surface abrasion. It is the relative property of the material. Every material has its own hardness number.
12 - Question
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
View Answer
Answer: c
Explanation: A set of two equal and opposite forces whose line of action is different form a couple. The effect of couple is always to produce moment on which it acts either in clockwise or anticlockwise directions. The example is rotating key of a lock.
Explanation: A set of two equal and opposite forces whose line of action is different form a couple. The effect of couple is always to produce moment on which it acts either in clockwise or anticlockwise directions. The example is rotating key of a lock.
13 - Question
The relative change in position is called ______________
a) Matter
b) Body
c) Inertia
d) Motion
View Answer
Answer: d
Explanation: A body said to be in motion when it changes its position with respect to other bodies. The relative change in position is called motion. The motion involves both space and time.
Explanation: A body said to be in motion when it changes its position with respect to other bodies. The relative change in position is called motion. The motion involves both space and time.
14 - Question
Which of the following is not base unit?
a) Area
b) Length
c) Time
d) Temperature
View Answer
Answer: a
Explanation: If the units are expressed in other units which are derived from fundamental units, such units are known as derived units. The examples are area, velocity, acceleration & pressure etc.
Explanation: If the units are expressed in other units which are derived from fundamental units, such units are known as derived units. The examples are area, velocity, acceleration & pressure etc.
15 - Question
According to IS 456-2000, the minimum number of longitudinal bars to be provided in rectangular columns is ________
a) 5
b) 4
c) 6
d) 8
View Answer
Answer: b
Explanation: According to IS 456-2000, the cross sectional area of longitudinal reinforcement should not be less than 0.8% and not more than 6% of gross cross-sectional area. The minimum diameter of longitudinal bars is 12 mm and minimum number of longitudinal bars to be provided is 4 for a rectangular column.