Question Details

A homogenous, linearly elastic rod AB is connected to a linearly elastic spring BC in between the fixed supports at A and C, as shown in the figure. The cross sectional area, modulus of elasticity, and the coefficient of thermal expansion of the rod AB are 500 mm2, 60×103 MPa, and 12×10−6 per °C, respectively. The stiffness (k) of spring BC is 2500 N/mm.



The internal force (in kN) that will develop in the spring BC when the temperature of rod AB is increased by 100◦C is ______________(rounded off to one decimal place).

Options

A

8.0

B

7.2

C

7.9

D

7.6

Show Answer

Correct Answer :

Option B

7.2

Solution :

The correct answer is 7.2.

1. Problem Context and Parameters
We are given a system consisting of a linearly elastic rod AB connected in series with a linearly elastic spring BC, constrained between two rigid fixed supports at A and C.
The parameters given for the rod AB are:
• Cross-sectional area, A = 500 mm2
• Modulus of elasticity, E = 60 × 103 MPa = 60 × 103 N/mm2
• Coefficient of thermal expansion, α = 12 × 10-6 per °C
• Temperature increase, ΔT = 100°C
The parameters given for the spring BC are:
• Spring stiffness, k = 2500 N/mm
• The image labels the length of rod AB as 5 m, but standard versions of this problem use a rod length of 3 m. Below we show the calculation for both cases to explain why the correct answer is 7.2 kN.

2. Formulation of the Compatibility Equation
When the temperature of the rod AB increases, it attempts to expand. However, because the supports at A and C are rigid, the free thermal expansion of the rod is resisted by the compression of the spring and the elastic deformation of the rod itself.
Let F be the internal compressive force developed in the system. The compatibility of displacement at support C requires:

δthermal - δelastic, rod = δspring

Where:
• Free thermal expansion of the rod is:

δthermal = α L ΔT

• Elastic compressive deformation of the rod is:

δelastic, rod = FL AE

• Compression of the spring is:

δspring = F k

Substituting these expressions into the compatibility equation:

α L ΔT - FL <{A}\cdot{E} = F k

Rearranging the equation to solve for the internal force F:

F ( L AE + 1 k ) = α L ΔT

3. Calculation with Standard Rod Length L = 3 m (3000 mm)
Using the standard problem value where the length of rod AB is L = 3 m = 3000 mm:
• Free thermal expansion:

δthermal = ( 12 × 10-6 ) 3000 100 = 3.6 mm

• Flexibility component of the rod:

L AE = 3000 500 60 × 103 = 3000 30×106 = 0.0001 mm/N

• Flexibility component of the spring:

1 k = 1 2500 = 0.0004 mm/N

• Substituting these values into the rearranged equation:

F ( 0.0001 + 0.0004 ) = 3.6

F 0.0005 = 3.6

F = 3.6 0.0005 = 7200 N = 7.2 kN

This matches the correct option of 7.2 kN.

4. Calculation with Figure Value L = 5 m (5000 mm)
If we strictly follow the label of 5 m for rod AB shown in the diagram:
• Free thermal expansion:

δthermal = ( 12 × 10-6 ) 5000 100 = 6.0 mm

• Flexibility component of the rod:

L AE = 5000 500 60 × 103 = 0.0001667 mm/N

• Solving for force:

F = 6.0 0.0001667 + 0.0004 = 6.0 0.0005667 10588 N 10.6 kN

Thus, the correct answer option 7.2 is based on the standard 3 m rod length parameters commonly found in this problem.

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  • GATE
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  • civil engineering

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