Civil Engineering (Semester 5)
Total marks: 70
Total time: 3 Hours
INSTRUCTIONS
(1) Question 1 is compulsory.
(2) Attempt any three from the remaining questions.
(3) Draw neat diagrams wherever necessary.
1.a.
Analyze the beam by slope deflection method. Draw B.M.D.
(10 marks)
00
1.b.)
Analyze the beam by flexibility method.
(10 marks)
00
2.a.
Analyze the frame by slope deflection method.
(10 marks)
00
2.b.
Analyze the continuous beam by moment distribution method.
(10 marks)
00
3.
Analyze the beam by stiffness matrix method. Draw B.M.D. Take EI = constant.
(16 marks)
00
OR
4.
Analyze the frame by stiffness matrix method. Draw B.M.D. Take EI = constant
(16 marks)
00
5.a.
The beam is supported and loaded as shown. Determine the deflection in terms of EI under the load. Use finite difference method. Use five nodes.
(6 marks)
00
5.b.
Analyze the frame by using portal method. Draw B.M.D.
(12 marks)
00
OR
6.a
The beam is loaded and supported as shown . Determine the deflection under the loads . Take EI = $2.4 \times 10^{5} \mathrm{kN.} \mathrm{m}^{2}$ .Use finite difference method and use five nodes.
(6 marks)
00
6.b.
Analyze the frame by cantilever method. Draw B.M.D.
(12 marks)
00
7.a
Explain principle of minimum potential energy.
(8 marks)
00
7.b.
Explain shape function and state properties of shape function.
(8 marks)
00
OR
8.a.
Explain the terms:
i) Nodes
ii) Higher order elements
iii)CST
iv)LST
(8 marks)
00
8.b.
Differentiate between Axisymmetric elements and Isoparametric elements.
(8 marks)
00