Step 1: Understand the concept of fillet welds and throat thickness.
For a fillet weld, the critical section is the throat, which is the shortest distance from the root to the face of the weld. When a load is applied along the weld, the weld experiences shear stress. The maximum shear stress occurs on this throat area.
Step 2: Determine the throat thickness.
Let \( t \) be the leg thickness (or size) of the fillet weld.
The throat thickness, \( t_t \), for a standard fillet weld (where the angle between the fusion faces is 90 degrees) is given by:
\( t_t = t \sin(45^\circ) \)
Since \( \sin(45^\circ) = \frac{1}{\sqrt{2}} \approx 0.707 \),
\( t_t = 0.707t \)
Step 3: Calculate the throat area.
The area of the weld that resists the shear load is the throat area, \( A_t \).
Given the length of the weld as \( l \), the throat area is:
\( A_t = t_t \times l = 0.707tl \)
Step 4: Calculate the maximum shear stress.
Shear stress (\( \tau \)) is defined as force per unit area.
Given the steady load \( F \), the maximum shear stress induced in the weld is:
\[
\tau_{max} = \frac{\text{Load}}{\text{Throat Area}} = \frac{F}{A_t} = \frac{F}{0.707tl}
\]
The final answer is $\boxed{\text{1}}$.