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Calculate the moment of inertia for an inverted T-section about its horizontal centroidal axis. Take the size of flange 100mm x 30 mm and vertical web 120mm x 30mm , overall depth-150mm
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Find: Ixx=?

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¯X= Flange Width 2=1002=50mmA1=100×30=3000mm2A2=120×30=3600mm2Y1=302=15mmY2=30+1202=90mm

$$ \begin{array}{l}{\overline{Y}=\frac{A_{1} Y_{1}+A_{2} Y_{2}}{A_{1}+A_{2}}=\frac{(3000 \times 15)+(3600 \times 90)}{3000+3600}=55.91 \mathrm{mm}} \\ {\text { To find } \mathrm{I}_{\mathrm{xx}}} \\ {\mathrm{I}_{\mathrm{xx}=} \mathrm{I}_{\mathrm{xx} 1+} \mathrm{I}_{\mathrm{xx} 2}} \\ {\mathrm{I}_{\mathrm{xx}}=\left(\mathrm{IG}_{+} \mathrm{Ah}^{2}\right) …

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