\( \frac{2}{3} \)
\( \frac{1}{2} \)
The work \( W \) performed by a force \( \mathbf{F} \) over a displacement \( \mathbf{r} \) is computed via the dot product: \[ W = \mathbf{F} \cdot \mathbf{r}. \] The provided force and displacement vectors are: \[ \mathbf{F} = 2\hat{i} + b\hat{j} + \hat{k}, \quad \mathbf{r} = \hat{i} - 2\hat{j} - \hat{k}. \] Calculating the dot product \( \mathbf{F} \cdot \mathbf{r} \): \[ W = (2\hat{i} + b\hat{j} + \hat{k}) \cdot (\hat{i} - 2\hat{j} - \hat{k}). \] Applying the dot product properties: \[ W = 2(1) + b(-2) + 1(-1) = 2 - 2b - 1 = 1 - 2b. \] For the work to be zero: \[ 1 - 2b = 0 \quad \Rightarrow \quad b = \frac{1}{2}. \] Consequently, \( b \) equals \( \boxed{\frac{1}{2}} \).

A heavy iron bar of weight 12 kg is having its one end on the ground and the other on the shoulder of a man. The rod makes an angle \(60^\circ\) with the horizontal, the weight experienced by the man is :