Meaning
Non uniform distribution of tensile stress across the cross section of a structural member. In bolted or welded joints, the forces do not transfer instantly to every part of the flange, creating a region of shear lag.
Stress Distribution
Variation in displacement between different parts of a profile leads to localized peak stresses. When a wide flange beam is connected only by its web, the outer edges of the flanges experience shear lag and carry less of the load. This phenomenon reduces the effective area of the steel available to resist the force.
Connection Design
Efficiency of a joint depends on the geometry of the overlap and the placement of fasteners. Reducing the distance over which the load is transferred helps minimize the impact of shear lag on the structure. This optimization allows for lighter designs that still meet the required safety margins.
Laboratory testing on full scale specimens validates the empirical formulas used in the building standards. Engineers adjust the spacing of bolts to ensure a more even transfer of tension across the interface.
Material Cost
Increased requirements for steel or connectors raise the total price of a fabrication project. Because shear lag reduces the effective strength of a member, more material is needed. Contractors must account for these design constraints when bidding on infrastructure projects.