Applies To | |||
Product(s): | STAAD.Pro | ||
Version(s): | All | ||
Environment: | N/A | ||
Area: | Postprocessing worfklow | ||
Subarea: | N/A | ||
Original Author: | Bentley Technical Support Group | ||
How to get Member End Forces for a specific selection of beams?
The procedure of specifying the commands to report the member end forces is described in STAAD.Pro Help section Tutorials > T.1 – Steel Portal Frame > T.1 Analysis and Design > T.1 Specifying post-analysis print commands
Alternatively, one can use a Report Setup with specified Ranges (by group or simply typing in the member numbers in the Ranges field):