here is my sample input file,
It works to some extent but I'm not sure whether it is composed in correct way or not.
Interestingly it doesn't converges with other commercial packages where it was converge for
the different type of problems.
FEAP * * 3-D Truss Problem
4 3 1 3 6 2
MATErial,1
frame
ELAStic ISOTropic 10.e6, 0.38
mass consistent
CROSs SECTion 0.15, 3.125e-3, 1.125e-3, 0, 2.817e-3
REFErence VECTor or NODE or DIREction
density data 100
body forces 0, 0, -1
COORdinates
1 0 0.0 0.0 0.0
2 0 0.0 0.0 6.0
3 0 6.0 0.0 8.0
4 0 6.0 0.0 0.0
ELEMents
1 0 1 1 2
2 0 1 2 3
3 0 1 3 4
BOUNdary restraints
1 0 1 1 1 1 1 1
4 0 1 1 1 1 1 1
FORCe
3 0 5000 5000 5000 0 0 0
END
BATCh
TANGent
FORM
SOLVe
DISPlacement ALL
END
STOP
Regards,