Important Question Mechnical Engineering

Q1. The bending moment diagram for a simply supported beam with a load at the mind –span is a
- parabola
- hyperbola
- rectangle
- triangle
Answer: D
Q2. A beam is of rectangular section, the distribution of shearing stress across a section is
- Parabolic
- Rectangular
(c ) Triangular
(d) None of the above
Ans. C
Q3. Point of contraflexure is where
- B. M. is maximum
- S.F. is maximum
(c ) S.f. is zero
(d) B. M. is zero
Ans. D
Q4. The point of contraflexure occurs in :
- Cantileve beams
- Simply supported beams
(c ) Overhanging beams
(d) Fixed beams
Ans. C
Q5. In a beam when shear force changes sign, the bending moment will be :
- Zero
- Maximum
(c ) Minimum
(d) Infinity
Ans. B
Q6. A cable with uniformly distributed load per horizontal metre run will take the following shape :
- Straight line
- Parabola
(c ) Ellipse
(d) Hyperbola
Ans. B
Q7. If load at the free end of the cantilever beam is gradually increased failure will occur at :
- In the middle of beam
- At the fixed end
(c ) Any where on the spam
(d) None of the above
Ans. B
Q8. The ratio of the polar moment of inertia to the radius of the shaft is known as
- Shaft stiffness
- Flexural rigidity
- Torsional rigidity
- Torsional section modulus
Answer: D
Q9. In theory of simple bending of beams, which one of the following assumptions is incorrect ?
- Elastic modulus in tension and compression are same for the beam materials .
- Plane sections remain plane before and after bending
(c ) Beam is initially straight
(d) Beam material should not be brittle
Ans. D
Q10. The flexural rigidity of a beam is
- EI
- E/I
(c )I/E
(d) E/I²
Ans. A


