Roll No.
Total No. of Pages : 03
Total No. of Questions : 09
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B.Tech.(Aerospace Engg.) (2012 Onwards) (Sem.-4)
AEROSPACE STRUCTURES -I
Subject Code : ASPE-206
M.Code: 71530
Time: 3 Hrs.
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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 :
- Write equations of equilibrium along x,y,z axes.
- Express shear strain yxz in terms of displacement components u and w.
- Define Airy stress function.
- Define a statically determinate truss.
- Differentiate between a plane truss and 3D truss.
- What is plane frame?
- Write equations of equilibrium for plane stress case.
- For what type of structure Maxwell reciprocal theorem is valid?
- What is the application of Castigliano's 2nd theorem?
- Differentiate between an Euler column and a beam column.
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SECTION-B
- For the cantilever of total length L shown below, determine the deflection at end A. Neglect shear energy.
- A stress function for a rectangular plate is given by F = Ax³ /6 + B x² y/2 + Cxy² /2 + Dy³/6. Obtain the values of direct and shear stresses. Then plot the loading condition for A=B=C=0.
- Find forces in the members AB, AE and EF of the truss as shown below, by method of joints.
- A column of length L is pinned at its both the ends. It is subjected to a compressive load P at its ends. Find the expression for its buckling load.
- Determine the diameter d of a circular shaft subjected to a bending moment M and a torque T, according to maximum strain theory of failure. Use a factor of safety N.
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SECTION-C
- With the help of neat diagrams, explain basic features of structures of a rocket, missile and satellite.
- A pin-ended beam carries a uniformly distributed load of intensity w per unit length and an axial load P as shown below. Obtain the expression for maximum bending moment at the centre of the beam.
- Show that the compatibility equation for the case of plane strain, viz. may be expressed in terms of direct stresses sx and sy in the form
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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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