MCQ: BENDING AND AXIAL LOADING COMBINED
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MCQ: BENDING AND AXIAL LOADING COMBINED
Bending and axial loading is equivalent to eccentric loading. There becomes complex stresses when bending and axial loading co-exist. These complex stresses are reduced to simple stresses. Then only design is carried out.
- The maximum stress under bending and axial loading will be
(a) σb + σa
(b) σb – σa
(c) σb + σb
(d) None
ANS(a)
- The minimum stress under bending and axial loading will be
(a) σb + σa
(b) σb – σa
(c) σb + σb
(d) None
ANS(b)
- When σb > σa, the neural axis will lie
- (a) Within the cross section
- (b) Outside the cross section
- (c) On the outer edge of the cross section
- (d) None
ANS:(a)
- When σb = σa, the neural axis will lie
- (a) Within the cross section
- (b) Outside the cross section
- (c) On the outer edge of the cross section
- (d) None
ANS:(c)
- When σb < σa, the neural axis will lie
- (a) Within the cross section
- (b) Outside the cross section
- (c) On the outer edge of the cross section
- (d) None
ANS:(b)
- When eccentricity (e) is about one axis only, then the maximum stress in the section will be
(a) σbe + σa
(b) σbe – σa
(c) σbe + σb
(d) None
ANS(a)
- When eccentricity (e) is about two axis (e1 and e2), then the maximum stress in the section will be
(a) σbe1 + σbe2 + σa
(b) σbe1 — σbe2 + σa
(c) σbe1 + σbe2 — σa
(d) None
ANS(a)
- For zero tensile stress under eccentric loading in a beam of rectangular cross section, the rule applicable is
(a) Middle Quarter Rule
(b) Middle Third Rule
(c) Middle Quarter as well as Middle Third Rule
(d) None
ANS:(b)
- For zero tensile stress under eccentric loading in a beam of circular cross section, the rule applicable is
(a) Middle Quarter Rule
(b) Middle Third Rule
(c) Middle Quarter as well as Middle Third Rule
(d) None
ANS:(a)
- The name of the area of a beam in which eccentricity lies is called the
(a) Quarter area
(b) Middle area
(c) Kernel Area
(d) None
ANS: ©
- An industrial brick chimney is a case of combined axial and bending loading, the failure will occur
due to
- (a) Tensile stress
- (b) Compressive stress
- (c) hear stress
- (d) None
ANS:(a)
- An industrial mild steel chimney is a case of combined axial and bending loading, the failure will occur
due to
- (a) Tensile stress
- (b) Compressive stress
- (c) Tensile as well as compressive
- (d) None
ANS:(b)
- A dam is subjected to a
(a) ending load alone
(b) Compressive load alone
(c) Compressive and bending load
(d) None
ANS:©
- Middle third rule applies to a beam of
(a) Circular section’
(b) Elliptical section
(c) Triangular section
(d) None
ANS:(d)
- Middle Quarter rule applies to a beam of
(a) Circular section’
(b) Elliptical section
(c) Triangular section
(d) None
ANS:(a)
16. Where is the beam under combined axial and bending loading
(a) Building beam
(b) Chimney
(c) Bridge beam
(d) None
(Ans: b)
17. Bending of a short column under axial compressive load will occur due to
(a) Transverse load
(b) Axial load
(c) Torsion load
(d) None
(Ans: a)
18. For no tension, middle third rule applies to
(a) Circular section
(b) Triangular section
(c) Rectangular section
(d) None
(Ans:c)
19. For no tension, middle quarter rule applies to a
(a) Circular section
(b) Triangular section
(c) Rectangular section
(d) None
(Ans:a)
20. The one side of the kernel section of a rectangular section for no tension is
(a) (1/4) (b2 + h2)0.5
(b) (1/8) (b2 + h2)0.5
(c) (1/6) (b2 + h2)0.5
(d) None
(Ans: c)
21. The radius of the kernel section of a circular section for no tension is
(a) d/4
(b) d/6
(c) d/8
(d) None
(Ans: c)
22. Eccentric load causes
(a) Only bending stress
(b) Only normal stress
(c) Bending and normal stress
(d) None
(Ans: c)
23. When σw > σb, the neural axis lies
(a) At the outer fiber
(b) Outside the beam
(c) Within the cross section of the beam
(d) None
(Ans: b)
24. When σw < σb, the neural axis lies
(a) At the outer fiber
(b) Outside the beam
(c) Within the cross section of the beam
(d) None
(Ans: c)
25. When σw = σb, the neural axis lies
(a) At the outer fiber
(b) Outside the beam
(c) Within the cross section of the beam
(d) None
(Ans: a)
26. A dam under axial and transverse load is a case of
(a) Buckling
(b) Eccentric loading
(c) Bending
(d) None
(Ans:b)