As per the question,
for rectangular block,
length=125mm
breadth=50mm
height=25mm
Load along its length=100 KN
Load along its breadth= -1 MN=-1×103 KN( since It is compressive load)
Load along its height=400 KN
Young's modulus=208GN/m2 =208106×106 KN/mm2 =208KN/mm2
poission's ratio=0.3
Stress in the x direction σx =breadth×heightloadinxdirection
=25×50100
=80 N/mm2
Stress in the y direction σy =lenght×breadthloadinydirection
= -50×1251000
=-100 N/mm2
Stress in the z direction σz =length×heightloadinzdirection
=125×50100
=128 N/mm2
Let the volume of block be V,
then V=length×breadth×height
=125×50×25
=156250 mm3
Now the change in volume to original volume is given by,
VdV=E(σx−σy+σz)(1−2u)
=208×103(80−100+128)(1−2×0.3)
=0.0002076
Now the change in volume,
dV =0.0002076× V
=0.0002076× 156250
=32.4375 mm3
Hence the change in volume is 32.4375mm3
(B) To keep the volume of the Block zero, we have to make the net load applied to zero.
This can be done by making the compressive 1 MN load to 0.5 MN.
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