End offset sap 2000
Mar 27, · ETABS provides for the modeling of panel zones and rigid area907.info demonstrate, the steel-frame system, shown below, is subjected to a kip lateral load along its top area907.info-zone and rigid-offset conditions are modified for comparison. Model 1: Rigid zone factor = 0, No panel zone. End (Length) Offset. Form: Frame Assignment - End Length Offsets. In ETABS frame section properties are assigned to frame objects. However, actual structural members have finite cross-sectional dimensions. When two members such as a beam and column are connected at a joint, there is some overlap of the cross-sections. SAP end length offsets or rigid dummie beams SAP end length offsets or rigid dummie beams geodou (Civil/Environmental) (OP) You can assign the end-length-offset value accordingly and set the stiffness factor to 1 in order to simulate a dummy-rigid element at the end of the beam. Jason McKee.