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Roll No.
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Total No. of Questions : 09
Total No. of Pages : 03
B.Tech.(ANE) (Sem.-4)
AIRCRAFT STRUCTURES – I
Subject Code : ANE-206
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M.Code: 60514
Time: 3 Hrs.
Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
- SECTION-A is COMPULSORY consisting of TEN questions carrying TWO marks each.
- SECTION-B contains FIVE questions carrying FIVE marks each and students have to attempt any FOUR questions.
- SECTION-C contains THREE questions carrying TEN marks each and students have to attempt any TWO questions.
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SECTION-A
- Write briefly :
- Derive the relations between stress and strain in a plane stress problem.
- State the principle of superposition
- What is Prandtl stress function solution?
- Derive an expression for the strain energy of a bar subjected to uniaxial tensile force.
- What is Shear lag?
- What is meant by a doubly redundant structure?
- State the different types of loads acting on aircraft structural components.
- Write down an expression for the shear flow in an open section beam subjected to shear forces Sx and Sy.
- Explain the term : ‘Margin of Safety'
- What are principal planes and principal stresses?
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SECTION-B
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- A point in a strained material is subjected to a tensile stress of 120 N/mm² and a compressive stress of 80 N/mm² acting at right angles to each other. Find the normal stress, tangential stress and the resultant stress on a plane inclined at an angle of 30° with the compressive stress.
- A circular section bar of radius R is subjected to equal and opposite torque T at each of its free ends. Determine ; (a) rate of twist and (b) stress distribution.
- Calculate the rotation of point 1 of the contilever beam in Fig. 1. Using the principle of complementary virtual work. Neglect shear deflection.
y2
3EI3
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EI3
1
-
X
L
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L
Fig. 1
- Sketch a typical V-H diagram and briefly explain (a) stall regions (b) method of plotting various segments of the diagram (c) Red-line speed of the air plane and (d) Significance of maneuver point and corner velocity.
- Describe the different types of fitting failures with the help of suitable sketches.
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SECTION-C
- A cantilever of length L and depth 2h is in a state of plane stress. The cantilever is of unit thickness, is rigidily supported at the end x = L and is loaded as shown in fig. 2. Show that the stress function :
$ = A x² + B x²y W + cy³ = D (5x2 y 3 - y³)$ is valid for the beam and evaluate the constants A, B, C and D in terms of q and h.
This download link is referred from the post: PTU B.Tech 2nd Semester Last 10 Years 2009-2019 Previous Question Papers|| Punjab Technical University
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