1. A beam is defined as a structural member subjected to
(a) axial loading
(b) transverse loading*
(c) axial and transverse loading
(d) none of these.
(b) transverse loading*
(c) axial and transverse loading
(d) none of these.
Hint: A beam is primarily designed to resist bending moments caused by loads applied perpendicular (transverse) to its longitudinal axis.
2. The equivalent length of a column of length L, having both the ends hinged, is
(a) 2L
(b) L*
(c) L/2
(d) L/√2
(a) 2L
(b) L*
(c) L/2
(d) L/√2
3. A structural member subjected to compressive stress in a direction parallel to its longitudinal axis, is generally known as
(a) column
(b) stanchion
(c) strut
(d) all the above*
4. The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called
(a) column
(b) stanchion
(c) strut
(d) all the above*
4. The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called
(a) stiffness
(b) proof resilience*
(c) proofstress
(d) proof load.
(b) proof resilience*
(c) proofstress
(d) proof load.
Hint:
5. The most economical section for a column, is
(a) rectangular
(b) Solid round
(c) tubular section
(d) hexagonal
(a) rectangular
(b) Solid round
(c) tubular section
(d) hexagonal
Hint: Tubular section spreads material away from the centroid, maximizing II and rr, making it most economical for buckling.
6. Live load
(a) varies in magnitude
(b) varies in position
(c) is expressed as uniformly distributed load
(d) all the above*
(a) varies in magnitude
(b) varies in position
(c) is expressed as uniformly distributed load
(d) all the above*
7. The forces in the members of simple trusses, may be analysed by
(a) graphical method
(b) method of joints
(c) method of sections
(d) all the above*
8. The point of contra flexure is the point where
(a) graphical method
(b) method of joints
(c) method of sections
(d) all the above*
8. The point of contra flexure is the point where
(a) B.M. changes sign
(b) B.M is Maximum
(c) B.M is Minimum
(d) S.F is zero.
(b) B.M is Maximum
(c) B.M is Minimum
(d) S.F is zero.
Hint: The point of contraflexure (or inflection point in bending) occurs in a beam where the bending moment changes sign (from positive to negative or vice versa), which also means the bending moment is zero at that point.

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