Structural Welding and Throat Physics
Understand the molecular bond. Learn why 'Fillet Welds' are designed for shear and why 'Field Welds' require a 20% higher safety factor than shop welds.
The Seamless Connection
Unlike bolts, which rely on holes and bearing pressure, welding creates a continuous molecular bond between two pieces of steel. In structural engineering, the most common type is the Fillet Weld (a triangular bead in the corner of two plates). Interestingly, a fillet weld is always assumed to fail in **Shear** at its weakest point: the Throat Thickness.
Fillet Weld Equation (IS 800)
Workshop vs. Field Welds
- Shop Welds ($\gamma_{mw} = 1.25$): Performed in a controlled environment with proper lighting, positioning, and inspection. These are considered highly reliable.
- Field Welds ($\gamma_{mw} = 1.50$): Performed on the construction site, often at heights, in wind/rain, or in awkward positions. Because the quality is harder to control, we apply a **$20\%$ penalty** to their design strength.
The Throat Thickness Theory
If you have a $6$mm weld (leg length $s$), the distance from the corner to the face of the weld (the throat $t_t$) is only about $4.2$mm. Even though the weld looks $6$mm thick, it is the $4.2$mm "internal" thickness that actually resists the load. This is the single most important concept in weld design.
Frequently Asked Questions (FAQ)
What is a 'Full Penetration' weld?
In a Full Penetration Butt Weld, the weld metal fills the entire thickness of the joint. In this case, the weld is often **Stronger** than the plates themselves. For design, we simply use the strength of the parent plate, assuming the weld will never be the point of failure.