Why removing bracing changes the stability of a steel building
A diagonal member in the wall of a steel hall often becomes a problem only when a new gate is needed. It is easy to regard it as less important than a column and to propose cutting it out. That is flawed reasoning. Bracing may be part of the primary stability system. Before its position is changed, it must be established what forces it carries and what will replace it. A transverse portal frame may be stable in its plane thanks to appropriate joints and member stiffness. A steel hall, however, is a three-dimensional structure. It also needs a solution for actions along the building and for restraint of members against loss of stability. A regular row of strong columns alone does not describe this task.









