The PushoverD analysis in RM Bridge performs computation of performance point for a given capacity curve and response spectra input. The capacity curve is assumed to be derived from the specified reference loadcase and is used in computing the performance point load case. The action dialog provides user control for procedure input, response spectra name and type of response spectra. Three approaches have been implemented in RM Bridge for calculating the inelastic displacement demands for a given representation of ground motions. These are (1) FEMA 440: Displacement Modification (Improved Capacity-Spectrum method of ATC-40), (2) FEMA 440: Equivalent Linearization (Improved Coefficient method of FEMA-356), and (3) Euro Code 8 (EC 8): N2 Method. Based on the project requirement, user can select either of three procedures while defining. The implementation of these procedures is derived from FEMA 440 and Euro Code 8. User can refer to these documents for more mathematical details. The computation of performance point using these procedures require more input information and is inputted via the Diagram RM-Set input. Response spectra input requires reference to a variable "table" which is representative of elastic response spectra. If the type is defined as time series then this variable "table" is assumed to represent ground acceleration data in the units of g. The list file name is optional and in case it is not specified, list file with "PushoverD-Reference Load Case Name.lst" is automatically generated.