A symmetric I-section (with width of each flange $=50 \mathrm{~mm}$, thickness of each flange $=10 \mathrm{~mm}$ depth of web $=100 \mathrm{~mm},$ and thickness of web $=10 \mathrm{~mm}$ ) of steel is subjected to a shear force of $100 \mathrm{kN}$. Find the magnitude of the shear stress(in $\mathrm{N} / \mathrm{mm}^{2}$ ) in the web at its junction with the top flange.

Question ID - 155825 :-

A symmetric I-section (with width of each flange $=50 \mathrm{~mm}$, thickness of each flange $=10 \mathrm{~mm}$ depth of web $=100 \mathrm{~mm},$ and thickness of web $=10 \mathrm{~mm}$ ) of steel is subjected to a shear force of $100 \mathrm{kN}$. Find the magnitude of the shear stress(in $\mathrm{N} / \mathrm{mm}^{2}$ ) in the web at its junction with the top flange.

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