A block of material a mm×b mm×c mm has a shear modulus of 50 GPa. Determine the shear stress and the shear strain induced by the 2kN shearing force.
The shear stress is
τ=AP=(b×10−3m)(c×10−3m)2×103 N The shear strain is
γ=Gτ=(b×10−3m)(c×10−3m)(50×109Pa)2×103 N If a block of material 150 mm×50 mm×75 mm is given
τ=AP=(50×10−3m)(75×10−3m)2×103 N
=5.333×105Pa=0.533 MPa
γ=Gτ=(50×10−3m)(75×10−3m)(50×109Pa)2×103 N
=1.067×10−5
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