# 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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Answer Key : (70 to 72) -

70 to 72

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In its natural condition, a soil sample has a mass of $1.980 \mathrm{~kg}$ and a volume of $0.001 \mathrm{~m}^{3}$. After being completely dried in an oven, the mass of the sample is $1.800 \mathrm{~kg}$.Specific gravity $G$ is 2.7 . Unit weight of water is $10 \mathrm{kN} / \mathrm{m}^{3}$. The degree of saturation of the soil is:
(A) 0.65
(B) 0.70
(C) 0.54
(D) 0.61

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