A rectangular block is subjected to axial stress as follows. The change in volume of the...
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A rectangular block is subjected to axial stress as follows. The change in volume of the block is mm. (Take =0.25 and E=210 N/mm). 40 N/mm 80 mm 45 N/mm 250 mm 100 mm 60 N/mm A rectangular block is subjected to axial stress as follows. The change in volume of the block is mm. (Take =0.25 and E=210 N/mm). 40 N/mm 80 mm 45 N/mm 250 mm 100 mm 60 N/mm A rectangular block is subjected to axial stress as follows. The change in volume of the block is mm. (Take =0.25 and E=210 N/mm). 40 N/mm 80 mm 45 N/mm 250 mm 100 mm 60 N/mm
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