Problem with Two-Stage Structural Equation Modelling

i.e. if you have one command that errors.
its enough to provide the command and the data params that you pass to it

for example if you have an error on the line

tssem2(cfa1, Amatrix = A, Smatrix = S, Fmatrix = F, diag.constraints = FALSE)

only.

then, quote that line, use the forum code formatting to print it nicely, also use dput on each param in turn and provide them as code in the post also, so that the param call can be reconstructed.