Answer:
a) yield strength
[tex]\sigma_y = \dfrac{F_y}{A} = =\dfrac{48000}{100} = 480 MPa[/tex]
b) modulus of elasticity
strain calculation
[tex]\varepsilon_0=\dfrac{L-L_0}{L_0}=\dfrac{50.23-50}{50} = 0.0046[/tex]
strain for offset yield point
[tex]\varepsilon_{new} = \varepsilon_0 -0.002[/tex]
=0.0046-0.002 = 0.0026
now, modulus of elasticity
[tex]E = \dfrac{\sigma_y}{\varepsilon_{new}}=\dfrac{480}{0.0026}[/tex]
= 184615.28 MPa = 184.615 GPa
c) tensile strength
[tex]\sigma_u =\dfrac{F_{max}}{A}=\dfrac{87000}{100}=870MPa[/tex]
d) percentage elongation
[tex]\% Elongation = \dfrac{L-L_0}{L_0}\times 100 = \dfrac{67.3-50}{50}\times 100 = 34.6\%[/tex]
e) percentage of area reduction
[tex]\% Area\ reduction = \dfrac{A-A_f}{A}\times 100=\dfrac{100-53}{100}= 47 \%[/tex]