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PTU B.Tech Robotics Engineering 3rd Semester May 2019 63004 STRENGTH OF MACHINE ELEMENTS Question Papers

PTU Punjab Technical University B-Tech May 2019 Question Papers 3rd Semester Robotics-ECE-EIE

This post was last modified on 04 November 2019

PTU B.Tech 3rd Semester Last 10 Years 2011-2021 Previous Question Papers|| Punjab Technical University


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Roll No.

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Total No. of Pages : 03

(Sem.-3)

Total No. of Questions : 09

B.Tech.(Automation & Robotics) (2011 & Onward)

STRENGTH OF MACHINE ELEMENTS

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Subject Code : BTAR-304

M.Code: 63004

Time: 3 Hrs.

Max. Marks : 60

INSTRUCTIONS TO CANDIDATES :

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  1. SECTION-A is COMPULSORY consisting of TEN questions carrying TWO marks each.
  2. SECTION-B contains FIVE questions carrying FIVE marks each and students have to attempt any FOUR questions.
  3. SECTION-C contains THREE questions carrying TEN marks each and students have to attempt any TWO questions.

SECTION-A

Q1. Answer briefly :

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  1. Define Lateral strain.
  2. Give the expression relationship between Young's modulus and Bulk modulus.
  3. Differentiate between a composite system and a composite bar.
  4. Define factor of safety and give its importance.
  5. Define principal planes.
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  7. State assumption made in theory of simple bending.
  8. Define polar moment of inertia.
  9. Define helical springs.
  10. Enumerate the assumptions made in Euler's column theory.
  11. Define strut.
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SECTION-B

Q2. Determine the changes in length, breadth and thickness of a steel bar which is 4 m long, 30 mm wide and 20 mm thick and is subjected to an axial pull of 30 kN in the direction of its length. Take E = 2 × 105 N/mm² and Poisson's ratio = 0.3.

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Q3. A flat steel flat bar of 20 mm x 10 mm is fixed with aluminum flat of 20 mm × 10 mm so as to make a square section of 20 mm × 20 mm. The two bars are fastened together at their ends at a temperature of 26°C. Now the temperature of whole assembly is raised to 55°C. Find the stress in each bar. Take Es = 200GPa, Ea = 70 GPa. a? = 11.6 × 10-6/°C, aa = 23.2 × 10-6/°C.

Q4. An I section shown in figure below, is simply supported over a span of 12m. If the maximum permissible stress is 80 N/mm², what concentrated load can be carried out at a distance of 4 m from one support?

100mm

11.5mm

7.5mm

N

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-A

225mm

11.5mm

FIG.1

Q5. Two shafts of same material and of same lengths are subjected to the same torque. If the first shaft is of a solid circular section and the second shaft is of hollow circular section, whose internal diameter is 2/3rd of the outside diameter and the maximum shear stress developed in each shaft is the same, compare the weights of the two shafts.

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Q6. Determine the Euler's crippling load for a T section of dimensions 10 cm × 10 cm × 2 cm and of length 5 cm, when it is used as strut with both ends hinged. Take Young's modulus for the joist as 2.0 × 105 N/mm².

Y

10cm

2cm

X

X

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10 cm

y

2cm

Y

FIG.2

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SECTION-C

Q7 (a) A bolt is acted upon by an axial pull of 16 kN along with a transverse shear force of 10 kN. Determine the diameter of the bolt required according to different theories of failure. Elastic limit of the bolt material is 250 MPa and a factor of safety of 2.5 is to be taken along with Poisson's ratio of 0.3.

(b) At a point in a strained material, the principal stresses are 100 N/mm² (tensile) and 60 N/mm² (compressive). Determine the normal stress, shear stress and resultant stress on a plane inclined at 50° to the axis of major principal axis. Also determine the maximum shear stress at the point.

Q8. A simply supported beam AB of span 4 m carries a point load of 100 kN at its centre C. The value of I for the left half is 1 × 108 mm² and for the right half portion I is 2 × 108 mm². Find the slopes at the two supports and deflection under the load. Take E = 200 GN/mm².

A

100 KN

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C

2m

RA = 50kN

FIG.3

2m

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RB = 50kN

B

Q9. The beam AC is simply supported at A and C and subject to the uniformly distributed load of 300 N/m plus the couple of magnitude 2700 N-m as shown in Figure. Write equations for shearing force and bending moment and make sketches of these equations.

A

y

X

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30N/m

RA

D

X

B

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C

3m

3m

RC

FIG.4

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2700N-m

3m

NOTE : Disclosure of Identity by writing Mobile No. or Making of passing request on any page of Answer Sheet will lead to UMC against the Student.

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