Maximum size of a fillet weld for a plate of square edge is
1.5 mm less than the thickness of the plate
A fillet weld is a common type of weld used to join two pieces of metal where the surfaces meet at an angle, typically around 90 degrees, forming a triangular cross-section. The size of a fillet weld is defined by its leg length, which is the distance from the root of the joint to the toe of the weld along the face of the fillet.
When dealing with plates that have a square edge, meaning the edges are cut straight without any beveling or preparation, specific rules apply to determine the maximum allowable size of the fillet weld. This is crucial for ensuring the weld's effectiveness, preventing potential defects, and managing structural integrity.
Engineering standards and codes often provide guidelines for weld sizes based on the base metal thickness and the type of edge preparation. For square edges in a typical fillet weld joint:
A common practice, reflected in the options provided, suggests a slight reduction from the full plate thickness for the maximum weld leg size when square edges are used. This accounts for practical welding considerations and potential stress risers at the corner.
Let's analyze the given options for the maximum size of a fillet weld on a square edge plate:
Based on common engineering practices and welding standards for square edge preparations, the guideline that the maximum size is 1.5 mm less than the thickness of the plate is a frequently applied rule to maintain weld integrity and performance.
As per ‘Indian Standard General Construction in Steel- Code of practice’ for deep penetration welds, where the depth of penetration beyond the root run is a minimum of 2.4 mm, the size of fillet should be as:
If the angle between fusion faces of a fillet weld is 60° - 90°, the effective throat thickness as per Indian standard is equal to
The junction between flange and web of an I-section is called
The effective length of the fillet weld is ________.
The imperfection factor for lateral torsional buckling of beams for welded steel sections is: