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STAAD.Pro Help

STAAD.Pro Help

STAAD.Pro Help Getting Started What's New?Tutorials Modeling M. Navigating the Graphical View Window M. Creating Model Objects M. Properties and Specifications M. Supports M. Loading Your Model M. Available Structural Load Specifications in STAAD.Pro M. To create a new primary load case M. Load Items M. To add selfweight load M. To add a nodal load M. To add a support displacement M. Member Load Items M. To add a concentrated force or moment on members M. To add a uniform load to members M. To add a linear varying load to members M. To add a prestress or post-tension load to members M. To add fixed end member loads M. Plate, Surface, Area, and Solid Load Items M. To calculate the structure frequency M. To add a hydrostatic load to objects M.Enclosed Zone Loads M. Wind Loads M. Seismic Loads M.Response Spectra M. Snow Loads M. Notional Loads M. Moving Loads M. Time History Loads M.Pushover Loads M. To use starting vectors with load-dependent Ritz vectors M. Load Combinations M. To add a repeat load case M. To create a reference load M. Damping Modeling M. Mass Modeling M. To create a load envelope M. To edit a previously assigned load M. Piping workflow M. Bridge Deck workflow M. Checking Your Model M. Physical Modeling workflow Analysis Design Postprocessing and Reports Data Files and Interoperability General Engineering Theory Technical Reference of STAAD Commands Ribbon Control Reference Verification Examples Application Examples OpenSTAAD

STAAD.Pro Help
Modeling
M. Loading Your Model
M. Load Items
M. Member Load Items

M. Member Load Items

M. To add a concentrated force or moment on members
To add either concentrated forces or members at a point along the length of a member, use the following procedure.
M. To add a uniform load to members
To add a uniform force or moment along the full or partial member length, use the following procedure.
M. To add a linear varying load to members
To add linear varying force along the length of a member, use the following procedure.
M. To add a prestress or post-tension load to members
To add a load due to prestressing or post-tensioning to members, use the following procedure.
M. To add fixed end member loads
To apply fixed end loads to ends of a beam, use the following procedure.

Parent Topic: M. Load Items