SECTION-4

##### Q1. The lower deviation is the algebraic difference between the

(a) minimum limit and the basic size

(b) maximum limit and the basic size

(c) actual size and the corresponding basic size

(d) none of the above

Ans: (a) minimum limit and the basic size

##### Q2. A basic hole is one whose

(a) lower deviation is zero

(b) upper deviation is zero

(c) lower and upper deviations are zero

(d) none of these

Ans: (a) lower deviation is zero

##### Q3. An aluminium member is designed on the basis of

(a) yield stress

(b) elastic limit stress

(c) proof stress

(d) ultimate stress

Ans: (a) yield stress

(a) same

(b) double

(c) three times

(d) four times

Ans: (b) double

##### Q5. The shear modulus of resilience is proportional to

(a) shear stress

(b) (shear stress)2

(c) (shear stress)3

(d) (shear stress)4

Ans: (b) (shear stress)2

##### Q6. The minimum thickness of the flat plates, used for the head of thick cylinders is given by

$(a) t=d \sqrt{\frac{\kappa p}{f}}$

$\text { (b) } t=\sqrt{\frac{d k p}{f}}$

$(c) t=k \sqrt{\frac{d p}{f}}$

$(d) t=p \sqrt{\frac{k \times d}{f}}$

where d = Internal diameter of the cylinder, p = Internal fluid pressure,
f = Permissible tensile stress for the material of the plate, and k = A constant = 0.162

Ans:$(a) t=d \sqrt{\frac{\kappa p}{f}}$

##### Q7. The thickness (t) of a thick cylinder according to Grashof formula is equal to

$(a) \frac{d}{2}\left[\sqrt{\left(\frac{3 f+2 p}{3 f-4 p}\right)}+1\right]$

$(b) \frac{d}{2}\left[\sqrt{\left(\frac{3 f-2 p}{3 f+2 p}\right)}-1\right]$

$(c) \frac{d}{2}\left[\sqrt{\left(\frac{3 f+2 p}{3 f-4 p}\right)}-1\right]$

$(d) \frac{d}{2}\left[\sqrt{\left(\frac{3 f-4 p}{3 f+2 p}\right)}+1\right]$

Ans:$(c) \frac{d}{2}\left[\sqrt{\left(\frac{3 f+2 p}{3 f-4 p}\right)}-1\right]$

##### Q8. The design of a pipe means the determination of the inside diameter of the pipe and its wallthickness. The inside diameter of the pipe is given by

$\text { (a) } \sqrt{\frac{Q}{v}}$

$\text { (b) } 1.13 \sqrt{\frac{Q}{v}}$

$\text { (c) } 2.125 \sqrt{\frac{Q}{v}}$

$\text { (d) } 0.755 \sqrt{\frac{Q}{v}}$

where Q = Volume of fluid carried per sec, and v = Velocity of the following fluid per sec.

Ans:$\text { (b) } 1.13 \sqrt{\frac{Q}{v}}$

##### Q9. In case of flanged pipe joint to make the joint leak proof the circumferential pitch of thebolts should be

$\text { (a) more than } 30 \sqrt{d} \text { and diameter of bolt less than } 16 \mathrm{~mm}$

$\text { (b) less than } 20 \sqrt{d} \text { and diameter of bolt less than } 16 \mathrm{~mm}$

$\text { (c) more than } 20 \sqrt{d} \text { and diameter of bolt less than } 16 \mathrm{~mm}$

$\text { (d) between } 20 \sqrt{d} \text { and } 30 \sqrt{d} \text { and diameter of bolt more than } 16 \mathrm{~mm}$

where d = Diameter of the bolt hole.

Ans:$\text { (d) between } 20 \sqrt{d} \text { and } 30 \sqrt{d} \text { and diameter of bolt more than } 16 \mathrm{~mm}$

##### Q10. When a thin-walled cylinder is subjected to internal fluid pressure, two types of stresses are developed. These stresses are

(a) both tensile
(b) both compressive
(c) both shear
(d) one tensile and other compressive
(e) none of the above.

Ans:(a) both tensile

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##### Read More Sections of Machine Design

Each section contains maximum 80 Questions. To practice more questions visit other sections.

Machine Design MCQ – Section-1

Machine Design MCQ – Section-2

Machine Design MCQ – Section-3

Machine Design MCQ – Section-4

Machine Design MCQ – Section-5

Machine Design MCQ – Section-6

Machine Design MCQ – Section-7