*icoeffs()
Defines the independent nodes DOF coefficients for an equation load.
Syntax
*icoeffs (coeff1,coeff2,...,coeffN)
Type
HyperMesh HMASCII
Description
Defines the independent nodes coefficients for an equation load.
The *equation(), *inodes(), *idofs() and *icoeffs() blocks must be in the following order:
*equation()
*inodes()
*idofs()
*icoeffs()
Inputs
- coeffs
- The coefficients of each independent node DOF. Each DOF has a coefficient, even if it is not active for that node (DOFs per node). So there are independentnodesmax*6 values.
Example
To create an equation with ID 300, type 1, constant 2.5, independent nodes 5-7 with DOFs 1, 3 and 5 and coefficients of 0.5 for all DOFs, and dependent node 350 with DOF 3 and coefficient 2.0:
*equation(100,1,2.5,3,350,3,2.0,5)
*inodes(5,6,7)
*idofs(135,135,135)
*icoeffs(0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5)
Errors
Incorrect usage results in an import error.