Sums the nodal force and moment contributions of elements.
Coordinate system in which to perform summation.
Sum all nodal forces in global Cartesian coordinate system (default).
Sum all nodal forces in the currently active RSYS coordinate system.
Selected set of nodes.
Sum all nodal forces for all selected nodes (default), excluding contact elements.
Sum all nodal forces for contact nodes only.
Sum all nodal forces for all selected nodes, including contact elements.
Sums and prints, in each component direction for the total selected node set, the nodal force and moment contributions of the selected elements attached to the node set. Selecting a subset of nodes [NSEL] and then issuing this command will give the total force acting on that set of nodes (default), excluding surface-to-surface, node-to-surface, line-to-line, and line-to-surface contact elements (TARGE169, TARGE170, CONTA171, CONTA172, CONTA173, CONTA174, CONTA175, CONTA176, and CONTA177).
ITEM = CONT sums the nodal
forces and moment contributions of the selected contact elements (CONTA171, CONTA172, CONTA173, CONTA174, CONTA175, CONTA176, and CONTA177). Setting
BOTH sums the nodal forces for all selected nodes, including contact
Nodal forces associated with surface loads are not included. The effects of nodal coupling and constraint equations are ignored. Moment summations are about the global origin unless another point is specified with the SPOINT command. This vector sum is printed in the global Cartesian system unless it is transformed [RSYS] and a point is specified with the SPOINT command. By default, the sum is done in global Cartesian, and the resulting vector is transformed to the requested system.
LAB = RSYS option transforms
each of the nodal forces into the active coordinate system before
summing and printing. The FORCE command can be
used to specify which component (static, damping, inertia, or total)
of the nodal load is to be used. This command output is included in
the NFORCE command.
The command should not be used with axisymmetric elements because it might calculate a moment where none exists. Consider, for example, the axial load on a pipe modeled with an axisymmetric shell element. The reaction force on the end of the pipe is the total force (for the full 360 degrees) at that location. The net moment about the centerline of the pipe would be zero, but the program would incorrectly calculate a moment at the end of the element as the force multiplied by the radius.
The command is not valid for elements that operate solely within the nodal coordinate system with 1-D option activated and rotated nodes (NROTAT).
If you have activated large deflection (NLGEOM,
FSUM command generates the following message:
Summations based on final geometry and will not agree with solution reactions.
The message warns that the moment summations may not equal the real moment reactions. When calculating moment summations, the FSUM command assumes that the summation of rotations applies; however, it does not apply for large rotations, which require pseudovector representation to sum the rotations.
In contrast, the results for force reactions will be correct because they depend upon linear displacement vectors (which can be added).
When using FSUM in a spectrum analysis after the combination file has been input (/INPUT,,MCOM), or in a PSD analysis when postprocessing 1-sigma results (loadstep 3, 4, or 5), the following message will display in the printout header:
(Spectrum analysis summation is used)
This message means that the summation of the element nodal forces is performed prior to the combination of those forces. In this case, RSYS does not apply. The forces are in the nodal coordinate systems, and the vector sum is always printed in the global coordinate system.
The spectrum analysis summation is available when the element
results are written to the mode file, Jobname.MODE (
MSUPkey = Yes on the MXPAND command).
Because modal displacements cannot be used to calculate contact
element nodal forces,
ITEM does not apply
to spectrum and PSD analyses.