INITIALLY CURVED BEAMS MULTIPLE CHOICE QUESTIONS (MCQ) WITH ANSWERS
INITIALLY CURVED BEAMS
MULTIPLE CHOICE QUESTIONS
(MCQ) WITH ANSWERS
MCQ increase clarity and understanding.
The centroid axis does not coincide with
the neutral axis. Maximum stress occurs
on the innermost fiber.
Fig. Initially Curved cross section & Stress Distribution
hi distance of innermost fiber from N.A.
ho distance of outermost fiber from N.A.
Q1. Centroid and neutral axes are
-
Intersecting
-
Coincident
-
Parallel
-
None
ANS©
Q2. Distance represented between centroid and neutral axis by
-
X
-
Y
-
Z
-
None
ANS: (d)
Q3. Maximum stress in the curved beam is in the
-
Innermost fiber
-
Outermost fiber
-
Innermost & outermost fibers
-
None
ANS: (a)
Q4. In which fiber of curved beam, Stress is minimum?
-
Outermost fiber
-
Innermost fiber
-
Outermost & Innermost fibers
-
None
ANS: (a)
Q5. Maximum stress is present
-
Bending moment
-
Axial load
-
Axial load & bending moment
-
None
ANS: ©
Q6. Neural axis is
-
Away from the center of curvature
-
At the center of curvature
-
Towards the center of curvature
-
None
ANS: (c)
Q7. Variation of stress in the beam is
-
Linear
-
Parabolic
-
Exponential
-
None
ANS: (d)
Q8. Stress variation in beam is
-
Hyperbolic
-
Parabolic
-
Linear
-
None
ANS: (c)
Q9. Minimum stress in the outermost fiber is
-
P/A
-
M/Z
-
P/A + M/Z
-
None
ANS: (d)
Q10. In the innermost fiber, stress is
-
P/A – M/Z
-
M/Z
-
P/A
-
None
ANS: (d)
Q11. Outermost fiber has the stress
-
M/Z + P/A
-
P/A
-
M/Z
-
None
ANS: (a)
Q12. Curved beams are of
-
Three types
-
Four types
-
One type
-
None
ANS: (d)
Q13. Types of curved beams are
-
Two
-
Four
-
three
-
None
ANS: (a)
Q14. For small curvature curved beam
-
Ratio h/R > 1
-
Quantity h/R <1
-
h/R >2
-
None
ANS: (c)
Q15. Large curvature curved beam
-
Firstly h/R> 1
-
Secondly h/R <2
-
Thirdly h/R >2
-
None
ANS: (b)
Q16. Initial stress in curved beam
(i) No
(ii) Yes
(iii) Cannot say
(iv) None
ANS. (ii)
Q17. Name formula for stresses in a curved beam.
(i) Hook’s formula
(ii) Lame’s equation
(iii) Winkler Bach Formula
(iv) None
ANS: (iii)
Q18. Winkler Bach Formula
(a) σi =Mci /Aero , σo=Mci /Aero
(b) σi =Mco /Aero , σo=Mci /Aero
(c) σi =Mci /Aeri, σo=Mco /Aero
(d) None
ANS: (c)
Q19. Calculate bending moment about the
(a) Centroid axes
(b) neutral Axis
(c) Centroid & neutral axis
(d) None
ANS: (a)
Q20. For rectangular section in initially curved beams,
(a) r– = ri -h/2 & r =ri / ln(ro/ri)
(b) r– = ri +h/2 & r =ri / ln(ro/ri)
(c) r– = ri + h/2 & r =h / ln(ro/ri)
(d) None
ANS: (c)
https://www.mesubjects.net/wp-admin/post.php?post=4290&action=edit MCQ Bending Stresses Beams