RAM Structural System Help

Springs Connection

You are able to specify spring connection and assign it to a lateral beam. This type of connection is also referred to as moment connection which means that it only transfers moment between a beam and a column.

A connection spring can be assigned to either the left or right end of the beam. If values are not assigned to a particular end ("No Spring"), the Standard fixity assignments is used.

A spring connection configuration can be conceptually idealized as in the following figure: two infinitely rigid plates are defined; one is attached to the column face and the other is on the beam and these plates are connected to each other through a rotational spring with stiffness kr.

Spring Connection Idealization

If the spring is infinitely stiff, connection rotation, θr , is zero. This means that two rigid plates are attached together and there is no relative rotation between them. This represents a fixed end condition for the beam and there is full moment transfer from beam to column or vice versa. On the other hand, θr is substantially large if kr is almost zero. This represents a pined end condition for the beam (no moment transfer between beam and column). These two extremes bound the range of the response of the connection. Any finite number of kr yields connection rotation within this range.

Connection stiffness (kr ) is defined in terms of moment per radian and this type of connection is only applicable for major axis bending. The term kr can be defined either as a percentage of beam major axis bending stiffness (i.e., 4EI/Imaj) or it can be directly entered by the engineer.

Note: Member forces report shows calculated/used spring stiffness values in the analysis for beams with spring connections. In addition, the same report also explicitly reports moments and rotations at the spring connections for analyzed load cases. Modal data report also shows stiffness values for connections.