A short column has a doubly symmetrical I-section and is fabricated from material for which Young’s modulus is E and the tangent modulus is E_{t}; its flange width is b and its overall depth is d. Assuming that the direct stresses are concentrated in the flanges at distances ±d/2 from the horizontal axis of symmetry obtain an expression for the reduced section modulus E_{r} in terms of E and E_{t}.
Answer: E_{r}=2E_{t}/[1+(E_{t}/E)].
Referring to Fig. S.8.10 and assuming that the flange areas are concentrated at distances d_{1} and d_{2} from nn, then Eq.(8.9) becomes
\int_{0}^{d_{1}}\sigma_{x}\mathrm{d}A=\int_{0}^{d_{2}}\sigma_{\text{v}}\ \mathrm{d}A (8.9)
\sigma_{x}A_{\mathrm{F}}=\sigma_{y}A_{\mathrm{F}} (i)
and \sigma_{x}=\sigma_{1},\,\sigma_{y}=\sigma_{2}.
But from Eq. (8.12),
{\frac{\mathrm{d}^{2}\text{v}}{\mathrm{d}z^{2}}}={\frac{\sigma_{1}}{E d_{1}}}={\frac{\sigma_{2}}{E_{t}d_{2}}} (8.12)
\sigma_{1}=E d_{1}\frac{\mathrm{d}^{2}\nu}{\mathrm{d}z^{2}}\mathrm{and}\sigma_{2}=E_{1}d_{2}{\frac{\mathrm{d}^{2}\nu}{\mathrm{d}z^{2}}}
Substitution in Eq.(8.13) then gives
E{\frac{\mathrm{d}^{2}\text{v}}{\mathrm{d}z^{2}}}\int_{0}^{d_{1}}y_{1}\mathrm{d}A-E_{t}{\frac{\mathrm{d}^{2}\text{v}}{\mathrm{d}z^{2}}}\int_{0}^{d^{2}}y_{2} dA=0 (8.13)
E d_{1}-E_{t}d_{2}=0 (ii)
But d_{1} + d_{2}=d. Then substituting in Eq.(ii) for d_{2} gives
d_{1}={\frac{E_{t}d}{E+E_{t}}}Therefore,
d_{2}={\frac{E d}{E+E_{t}}}Now I=2A(d^{2}/4)=A d^{2}/2,\,I_{1}=A d_{1}^{2},\,\mathrm{and}\,I_{2}=A d_{2}^{2}. Substituting for d_{1} and d_{2} in the expressions for I_{1} and I_{2} and then for I, I_{1} and I_{2} in Eq. (8.16) and simplifying gives
E_{\mathrm{r}}={\frac{2E_{\mathrm{t}}E}{E+E_{\mathrm{t}}}}or
E_{\mathrm{r}}=2E_{t}/[1+(E_{t}/E)]
E_r = E\frac{I_1}{I}+ E_t\frac{I_2}{I} (8.16)