Length of Parallel Fillet Weld Formula:
Definition: The length of parallel fillet weld is the distance between two consecutive ends of welds that run parallel to each other.
Purpose: This calculation helps determine the required weld length to safely carry a given load under specified shear stress conditions.
The calculator uses the formula:
Where:
Explanation: The load is divided by the product of 1.414 (factor for 45° fillet weld), shear stress, and plate thickness to determine the required weld length.
Details: Proper weld length calculation ensures structural integrity, load-bearing capacity, and safety of welded joints in construction and manufacturing.
Tips: Enter the load in Newtons, shear stress in Pascals, plate thickness in meters, and tolerance percentage (default ±5%). All values must be > 0.
Q1: Why is there a 1.414 factor in the formula?
A: The 1.414 factor accounts for the 45° angle of typical fillet welds, converting the throat thickness to the leg length.
Q2: What's a typical shear stress value for welds?
A: Shear stress values vary by material, but common structural steels might have allowable shear stresses of 100-200 MPa.
Q3: Why include a tolerance percentage?
A: The tolerance accounts for variations in material properties, workmanship, and safety factors in real-world applications.
Q4: How does plate thickness affect weld length?
A: Thicker plates require longer welds to distribute the load over a larger area and maintain proper stress levels.
Q5: Can this calculator be used for other weld types?
A: This specific formula is for parallel fillet welds. Other weld types (butt, lap, etc.) require different calculations.