User:Rwhites89/Gusset plate

Gusset plates are thick sheets of steel that are used to connect beams and  girders to  columns or to connect  truss members. A gusset plate can be fastened to a permanent member either by bolts,  rivets or  welding or a combination of the three. Gusset plates not only serve as a method of joining steel members together but they also strengthen the joint. They can be used in bridges and  buildings along with other  structures.

On August 1, 2007, the I-35W Mississippi River Bridge failed due to the improper designing of the gusset plates. The gusset plates that failed were found to be only a 1/2 inch thick rather than a larger size and with the increase in loading due to construction projects over the years, the gusset plates became inadequate. The National Transportation Safety Board attributed most of the cause of the failure of the bridge to the inadequacy of the gusset plates.

=Materials= Gusset plates are usually either made from cold rolled or galvanized steel based upon its use. Galvanized steel offers more protection from rust, so when the gusset plate is outside galvanized steel is usually used. The gusset plate is usually painted to match nearby steel and fixtures to give it an added layer of protection.

Occasionally gusset plates will be made from copper or aluminum, but only with small structures that don't require much support. The copper and aluminum gusset plates also provide a more attractive finish for exposed structures.

=Uses= Gusset plates are used for various structures. Gusset plates are used to connect beams and columns together or to connect truss members. They can be either the only way of connecting the beam and columns or they can be used with bolts and welds. Gusset plates are therefore used in most structures, but the material and size of the gusset plate varies based on the structure. Bridges usually require thick sheets of steel for their gusset plates, but trusses sometimes only require small sheets of aluminum for their gusset plate. The size and strength of the gusset plate depends on size and the function of the structure. The larger the force on the connecting members, the larger the size of the gusset plate. Gusset plates provide an easy way to retrofit structures that can no longer safely support the applied loads.

=Design Considerations= Gusset plates can be made into a variety of shapes and sizes from a range of  materials. These calculations are made based upon the forces and loads applied to the gusset plate through the nearby steel components. A gusset plate can be either the only connection method or it can be used in with bolts or welds.

Gusset plates are usually square or  rectangular, but can be  triangular or made into a customized shape to fit the joint. The shape of each plate is designed so that welding or bolts can applied to different edges of the plate.

There are several different prominent connection types that include gusset plates which include KT gusset plate, uniform force bracing connection, and bolt group.

A KT gusset plate connects several members together through one gusset plate. The gusset plate is welded to a beam and then two or three columns, beams, or truss chord are connect to the other side of the gusset plate through bolts or welds.

A uniform force bracing connection connects a beam, column, and one other member. The gusset plate is bolted to the column and welded to the beam. The connection of the last remaining member can be through either bolts or welds.

=Notable Bridge Failures= The most notable bridge failure due to gusset plates is the collapse of I-35W Mississippi River Bridge in Minneapolis, Minnesota on August 1, 2007. Investigators found that the bridge had 16 under-designed gusset plates that all fractured and that the remaining gusset plates were properly designed and remained intact. The 16 under-designed plates were all about a half inch thick when they should have been larger sizes to be in accordance with the American Association of State Highway Officials (AASHO) “Standard Specifications for Highway Bridges,” 1961.

In addition to the gusset plates being under-designed for their original loading, there were other factors that lead to the demise of the gusset plates.
 * At the time of the collapse of the bridge, approximately 300 tons of construction equipment was located near several of the under-designed gusset plates.
 * The bridge was completed in 1967, but in 1977 and 1998, a median barrier, larger outside walls, and a thicker concrete deck were added to the bridge, causing additional loading on the already under-designed gusset plates.
 * The temperature on the day of the collapse also could have introduced additional stresses on the gusset plates, but the bearings on the bridge were partially frozen limiting their effectiveness

=Sources=
 * References