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Question

The figure below shows a steel rod of 25 mm2 cross sectional area. It is loaded at four points. K, L, M and N. Assume Esteel = 200 GPa. The total change in length of the rod due to loading is


A
1 μm
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B
10 μm
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C
1 μm
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D
20 μm
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Solution

The correct option is B 10 μm
Given Area = 25 mm2; Esteel =200 GPa


Axial deformation =PLAE

Δltotal = Δl1 + Δl2 + Δl3

Δl1 = 100×50025×(200×10)3 = 0.01mm

Δl2 = 150×[1700{500+400}]25×(200×10)3 = 0.024mm

Δl3 = 50×40025×(200×10)3 = 4 × 103 mm

ΔlTotal = Δl1 + Δl2 + Δl3

= 0.01 0.024 + 4 × 103

= 0.01mm = 0.01 × 103m = 1 × 105m

= 1×105×1010m = 10 × 106m = 10 μm

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