Reduced width of a plate or slab with an assumed uniform stress distribution, producing the same effect on the behavior of a structural member as the actual plate or slab width, with its non-uniform stress distribution.

Strength of a structure or component (without the resistance factor or safety factor applied) to resist load effects, as determined in accordance with this Specification.

Additional downward force added to the beams produced during loading of the rack.

Method of proportioning structural components such that the allowable strength equals or exceeds the required strength of the component under the action of the ASD load combinations.

Load combination in the applicable building code intended for allowable strength design (allowable stress design).

Equals nominal strength divided by the safety factor

Equals allowable strength divided by the appropriate section property, such as section modulus or cross-section area.

Code (enforced by the local building department) according to  which the structure is designed

The capacity of a component with specified conditions for use in accordance with CSA A344.2.

A pin, bolt, or other mechanism that resists disengagement of the beam connector from the column.