A cast-iron bar with a square cross-section of 50 mm is reinforced by placing tw steel plates 50 mm wide and 10 mm thick on opposite sides of the cast-iron bar. The compound rod is 2 m long and is subjected to a suddenly applied load of 100 kN. Calculate: 2.2.1 the maximum stresses induced in both materials. 2.2.2 the instantaneous elongation of the compound rod; and 2.2.3 the strain energy stored in each material (EST= 200 GPa and Ea = 95 GPa).

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A cast-iron bar with a square cross-section of 50 mm is reinforced by placing tw
steel plates 50 mm wide and 10 mm thick on opposite sides of the cast-iron bar.
The compound rod is 2 m long and is subjected to a suddenly applied load of
100 kN. Calculate:
2.2.1 the maximum stresses induced in both materials.
2.2.2 the instantaneous elongation of the compound rod; and
2.2.3 the strain energy stored in each material
(EST= 200 GPa and Ec= 95 GPa).
Transcribed Image Text:A cast-iron bar with a square cross-section of 50 mm is reinforced by placing tw steel plates 50 mm wide and 10 mm thick on opposite sides of the cast-iron bar. The compound rod is 2 m long and is subjected to a suddenly applied load of 100 kN. Calculate: 2.2.1 the maximum stresses induced in both materials. 2.2.2 the instantaneous elongation of the compound rod; and 2.2.3 the strain energy stored in each material (EST= 200 GPa and Ec= 95 GPa).
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