Solid Mechanics (SM) SPPU Insem Question Paper Oct 2023
All 4 questions from this SPPU insem paper, as printed. Read them here or open the PDF.
- Subject code
- 202041
- Pattern
- 2019 pattern
- Exam
- Insem
- Session
- Oct 2023
- Max. marks
- 30
- Time
- 1 Hour
- Semester
- III
- Paper code
- [6186]-560
Printed for: S.E. (Automobile & Mechanical / Mechanical Sandwich / Automation
Instructions to the candidates
- Answer Q.1 or Q.2, Q.3 or Q.4.
- Figures to the right indicate full marks.
- Use of electronic pocket calculator is allowed.
- Assume suitable data if necessary.
Questions
Q1
- a)[7]
This part has equations that don’t show as text. Open the PDF to read it.
- b)[8]
A steel rod 2 m long is at 30ºC. The temperature of this rod is increased to 150ºC find. i) Free expansion of the rod 2 ii) Temperature stress produced if expansion is prevented and nature of stress. iii) Stress produced if 2 mm expansion is permitted and nature of stress if α = 12×10 –6 /ºC and E = 200 GPa, Bar diameter = 16mm.
OR- a)
Q2
- a)[7]
Two vertical rods one of steel and one of bronze suspended at a distance of 600 mm apart. Each rod is 3 m long, 12 mm in diameter as shown in Fig. A horizontal cross bar connect the lower ends of the rod on it placed a load of 4500 N so that cross bar remains horizontal. Find the position of the load on the cross bar and stresses in each rod. E steel =1.96×10 5 MPa, E bronze = 0.63×10 5 MPa.
- b)[8]
In a tensile test on steel tube of external diameter 18 mm and internal diameter 12 mm, an axial pull of 2kN produces stretch of 6.72×10 –3 mm in a length of 100 mm and lateral contraction of 3.62×10 –4 mm in an outer diameter. Calculate the values of three Modulii and Poisson’s ratio of material.
- a)
Q3
- a)[7]
A simply supported beam AE is loaded as shown in Fig. Draw shear force and bending moment diagram indicating maximum bending moment and determine its value. 3
- b)[8]
For an overhanging beam as shown in Fig. Draw shear force and bending moment diagram. Determine the point of contraflexure within the span AB.
OR- a)
Q4
- a)[7]
Draw shear force and bending moment diagram of a cantilever beam AB of 4 m long having fixed end at ‘A’ and loaded with uniformly distributed load of 2 kN/m up to 2 m from end B and with a concentrated load of 3 kN at 1 m from end A.
- b)[8]
An overhanging beam loaded and supported as shown in Fig. Draw shear force and bending moment diagram. Also find the point of contraflexure if any.
- a)